HomeMy WebLinkAboutBuilding Permit #588 - 153 CORTLAND DRIVE 4/11/2008 I
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PERMIT ' a
5U1LDIN H ANDpVER ION
N OF Np, EXp,NIINAT ,y CRATED
TOW N �SSACNV9 i
APPLICATION FOR
Date Received � ,
s on this page
all item
Perm Np ust complete
INIP0RT ANT•App
Date
Issued: r,
t S yes
istrict no
LOCATIOtA pont Historic village yes
I OWNER ING DISTRICT Machine Shop N
OPERTY Z014
pR pARCE1U
esiden
MAP Nap= Non-Rtial
MA
PROPOSED uSE
Industrial
�It+ ROVEMENT Residential it ommercial
OF Ie iam C
M On ore fam►lY Others:
or m
New guildin N°' of units:
Bldg District
Addition Assessory
watershed
p'lterationOther �yetlands
Repair, rplacement ..lain DI • ,
Floodp 02ME :
Demolitieon •F
ell NF WO KTPRE
NN rjSe`nrer ESCRIPTIO G
nd
Clearly) phone'. 7� i
e or print �
nti�catiou Please TyP LVC,
permit a �-�► 7 ��
�g OWNER:
phone•
64-
Address
e:
CONT�'CTOR Nam � � pate=
�4111i
Address: S pate
a EXP.
struction License
Supervisor s Con one
plan And ent License` ph
Viler a 1MProVem
Nom Reg. No
TIENGINEER oN�$,Zs.00 PER F.
ITEC ESTIMATED COST BASED j 1p1 a a, b Z off`
j CH TOTAL ES 10 `C
I AR
00 OF THE ��3 .i•tooF u*32 .oa
permit Address �2.0o PER$' FEE: I 7
of Bldg BULDING PERMIT:$ X 1 L•� I n
e FEE SCHEDULE: x 125 �d ReCelot Np.: td the rantY
of Appeals Cost: $Z do not h access
ave
bm the Board T otal Project tr ctors -~
Iou and proof of recording
• 2 � Z with uare •stered eo of contrr
CheCk No•• contracting ignatur_e
Persons
NOTE' ---f
ure / ---``
f
BUILDING PERMIT NORT1t q
TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
Permit NO:
Date Received
�9SSACHUS�t��
Date Issued:
IMPORTANT:Applicant must complete all items on this page
LOCATION om 17 :1 , /S3 cor( "_4D;nVe
Print
PROPERTY OWNER fi nr ag U.G
Print
MAP NO: /J'!C'.{� PARCEL: ZONING DISTRICT: Historic District yes
Machine Shop Village yes no
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
New Buildin6d> rjOne famil
Addition or more family Industrial
Alteration No.-of units: Commercial
Repair, replacement Assessory Bldg Others:
Demolition Other
ell Floodplain Wetlands Watershed District I
Water/Sewer l
ESCRIPTION OF VVOJRK TO 13E PREFORMED:
�7`rLG
I nti kation Please Type or Print Clearly)
OWNER: Name: �i n LLC . Phone: R 4?7
Address: Y G �i ,, ys, A- v 1slie l
CONTRACTOR Name: Z _ Phone:gM-49 7 Z6 j
Address: I?,Jr (5-j Au P�gjj Q, AJ. A .- M ho lel
Supervisor's Construction License: e!;f4/) Exp. Date: D
Home Improvement License: #AJt 4 Exp. Date:
ARCHITECT/ENGINEER Phone:
Address: 4 Reg. No.
FEE SCHEDULE.BOLDING PERMIT.$12.00 PER$1 .00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost: $zsWS*--v 080 )r t Z•00 FEE: $X1332. }100,fw N t*01).C-16 z
4 532 .oa g'
Check No.: 2 7 2 W Receipt No.:
NOTE: Persons contracting with unre -stered co tr ctors do not have access to the ranty
ignature of Agent/Owner Signature of contractor —
Location
No. 4"X'. Date
NORTH TOWN OF NORTH ANDOVER
�� •. t9
Certificate of Occupancy $
• 07 <r�i�s. 4 �
�'�s'••°•,c�' Building/Frame Permit Fee $ �'53 Z
NU
AC S
Foundation Permit Fee $ / 00
Other Permit Fee $
TOTAL $ 3 'L
Check # 6 /
r
2 1 " 6 8 Building Inspector
Zanubmitted Plans Waived Certified Plot Plan Stamped Plans
TYPE OF SEWERAGE DISPOSAL
Public Sewer Tanning/Massage/Body Art Swimming Pools
Well Tobacco Sales Food Packaging/Sales
Private(septic tank,etc. Permanent Dumpster on Site
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
DATE REJECTED DATE APPROVED
PLANNING & DEVELOPMENT
COMMENTS
\/n
DATE RrJ�IfD DATE APPROVED
CONSERVATION
..,COMMENTS '
DATE REJECTED DATE APPROVED
HEALTH `
COMMENTS
k� u
o ct)k M�
Zoning Board of Appeals: V e, Petition No: Zoning Decision/receipt submitted yes
t
Planning Board Decision: Comments
Conservation Decision: Comments
Water & Sewer Connection/Signature&Date Driveway Permit
Located at 384 Osgood.Street
FIRE DEPARTMENT -Temp Dumpster on site yes no
Located at 124 Main Street
Fire Department signature/date
COMMENTS
Dimension
Number of Stories:Total square feet of floor area, based on Exterior dimensions.Zy
Total land area, sq. ft.: 30.2 A<.
ELECTRICAL: Movement of Meter location, mast or service drop requires approval of
Electrical Inspector Yes No
DANGER ZONE LITERATURE: Yes No
MGL Chapter 166 Section 2 1 A—F and G min.$100-$1000 fine
NOTES and DATA— (For department use)
❑ Notified for pickup - Date
Doc.Building Permit Revised 2007
Plans Submitted
TYPE OF SEPlans Waived
WERAGE Certified
Public Sewer 'DISPOSAL f led Plot Plan
Well StamPed Pl-
TanningMassageBodY Art
Private(septic tank,etc. Tobacco SalSwi„_
es
Permanent Dumpster
T r- pert O be Obta'ned•
HE �epa�. (tilt
U los prOp�. to perm
O�,t{or the ap
P�
{Orms t0 be{\\\ed
mitts
{the reAu\ced . ,tat{0r p er
\Owing is a\ist° 0V Rehab`,
,\he{o\ iter
Ppp\icat`O�' \verses
Ro PeC�c\\t `davit C G S L 01 g\d9
Gomp P dlG
Bu\�a\r9 uance
Pn
C0A ° Workers o y Gj ` G rior Vv°rk r°ducts ent pr\0r to\ss
° hoto G p ntract ed rote eeed p acv
COMM ° P °py of G°Qr Pr°p°ss jot engV�Co,cn F\re pep
G n \j\t
° Floor Pia ing P \da v\re s\gr °
° �,gV\ee er'�``ts Tec\
_ P\\ dUmpster P
HE �Jol�' peokS
AL.TH dd�t�on Or .t Ppp\\cat\°\an `er Pian I
CCMN►ENTS A • ding Permeyed Pi°tP Licenses V�ith Spr\nk
o p P�idavpnd G S�. osed
Bv,\ ,
° Gel'\died Su
o ersG NAA G. prop
n lel
° °o o G°py °tract at\On P\a abiel { Pppiicab ante °�B\c
owe'? ° PGopy G� G°Sect\on��\ns �\1 Ppp\\�e RePO'k vets t prof to\ssu
Zoning �S ' ° TO
F`oorlGroG Gaxcu\at\O GOTT\\ an ineered e pePact'men
9 Board of q V`
PPeals: C ° V\� Tau�heck - .Baits{°r o11 Ito
F\c
Planning Board Decision: o Mas veering P s\requ\re s%9 am��y�
n.� ° Eng stet peC�' and 1`N 0 V
P\\ dUmp tion �sing`e
Conservation Decision:
Water& Np�E.
Sewer Co- eW GonStN Ppp\icat`O�an tctl s ciude Spr\n�
Located at 384 N rnedl to in
°SgOod Street �s' id�ng Perm\osed P`Q�S t-•L`cense to
,Street -
FIHE I - guv d Prop nd G. Be Re
Lo AR 'jVt ° 10
ENT f Ge \�\eo� G. avit s lone
sated at 124 X ° P�\d n \e�
Fire tae Maid Street T emP Dun phot° o'�cep . P\a \icab
partment si ers G \\ding issuan
0
nature/date ° o Sets °f \C\at�0ns ` RepO acts �\of to
Co , o �W av\ic Ga'tract \�ance red prod �ment P {T
- Nydr OrN Gomp inee peps ecis1,O0
°f G ergy Eng F\re the d e c
��- ------ ° GO'Py check En a\4its for II Ito must st%0,p ecls' On
° of
Mass eering P \e4u\ve s`gn wD Clerks oat%ce tbeReg stry
o eng\n f etf6's o ea the *NsrecoIr
x dumpste p t w as,r t eu get
P\\ al Peru nt 0-as
tb
Uce or spee apv Uestlou
ria
1n aU uses rf e 1 PeV1oa h the buiN& g app o�
that the a UbYNttea w
� E 0VOV4,
must be 0��SEgV�CEs DEQ'DOcAR
1 IISSeEC'V,
Re"Sca 2 Zook
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained.
Roofing, Siding, Interior Rehabilitation Permits
❑ Building Permit Application
❑ Workers Comp Affidavit
o Photo Copy Of H.I.C. And/Or C.S.L. Licenses
❑ Copy of Contract
❑ Floor Plan Or Proposed Interior Work
o Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
❑ Building Permit Application
❑ Certified Surveyed Plot Plan
❑ Workers Comp Affidavit
❑ Photo Copy of H.I.C. And C.S.L. Licenses
❑ Copy Of Contract
❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Mass check Energy Compliance Report (If Applicable)
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
New Construction (Single and Two Family)
f ❑ Building Permit Application
x ❑ Certified Proposed Plot Plan (c�•�+b��
❑ Photo of H.I.C. And C.S.L. Licenses
❑ Workers Comp Affidavit
r o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
X ❑ Copy of Contract
❑ Mass check Energy Compliance Report
x ❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals
that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording
must be submitted with the building application
Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07
Revised 2.2007
NORTH q
0 0Andover
No. Y
LA dover, Mass., �zz
-wMO COCMICMEWICK
y
ADRATED
`S BOARD OF HEALTH
PERMIT T D Food/Kitchen
* Septic System
THIS CERTIFIES THAT
" f�.�C� BUILDING INSPECTOR
.7......................... ......... .......................................
Foundation
(/�
has permission to erect........................................ buildings on ..,t.��,..�.�.C?l'.�1�y . ....1./.�lflf...�..:....:............. Rough
t0 be occupied 8S ....... ��leir-yZro.s.-pact�� Chimney
........................... . .....
.. .. .. .. . . . . .
provided that the person accepting t is permit shall in conform t he terms of the application on file in Final
this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of
Buildings in the Town of North Andover. PLUMBING INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
Final
PER.MIT EXPIRES IN 6 MONTHS
ELECTRICAL INSPECTOR
UNLESS CONSTRUCTION STARTS
Rough
..... Service
BUI G INSPECTOR
Final
Occupancy Permit Required to Occupy Building GAS INSPECTOR
Rough
Display in a Conspicuous Place on the Premises — Do Not Remove Final
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector. Burner
Street No.
-- 1j_SEE_REVERSE_S4!!E1 Smoke Det.
FORM U - LOT RELEASE FORM
INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from
Boards and Departments having jurisdiction have been obtained. This does not relieve
the applicant and/or landowner from compliance with any applicable or requirements.
******APPLICANT Ftt_L-S-OU-T-Tmis-s-ECTtON
APPLICANT �I . . i� S L L.Cy PHONE • 8 �8�-Z 6 3
LOCATION: Assessor's Map Number PARCEL 3
SUBDIVISION !" eeA 0(-� MM07�S LOTS
� ?
STREET C0 dV "
5T. NUMBER I�
OFFICIAL USE ONLY
* *I
NS OF nN AGENTS: l
Ili I
CO ERVATION ADMINISTRATOR DATE APPROVED U
/ DATE REJECTED
COMMENTS t :1 p +
l�Ifi 5"fi" 14;1 if
A
TOWN PLANNER DATE APPROVED
DATE REJECTED
COMMENTS Lh . Q IR
FOOD 1N.,+ ECTOR ;;�,",LT n
DATE APPROVED
N / DATE REJECTED
SEPTIC INSPECTOR-HEALTH DA E APPROVED
DATE REJECTED
COMMENTS 4 N S(?W E R
PUBLIC WORKS - SEWER/WATER CONNECTIONS-�: ..-0e
DRIVE A PERMIT ,I
��4-Id -off
FIRE DEPARTMENT _
RECEIVED BY BUILDING INSPECT R DATE
Revised 9\97 jm
Board of Building Regulations`and Standards
Construction Supervisor License
License; CS 55417
E�xpiration 1.4/5)1010 Tr# 20721
,ikfestriction 00
THOMAS D ZAHORUlKO
115 CARTERFIELD RD
N ANDOVER,MA 01845
Commissioner
I
The Commonwealth of Massachusetts
_ Department of Industrial Accidents
: if3J r
,IS: !' Office of In vestig ations
600 Washington Street
"' Boston, MA 02111
www mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers `
Applicant Information
Please Print Le ibl
Name(Business/Organization/Individual): `
Address: -Z I
City/State/Zip: ��� � ✓l'L D1 Phone #: 9 Y _6/ 7 Z�
Are you an employer?Check the appropriate box:
1.El [ am a employer with 4. EJi am a general contractor and I Type of project(required):
employees full and/or 6. New construction
( part-time).* have hired the sub-
) contractors
2.'�I am a sole proprietor or partner- listed on the attached sheet. * 7. ❑ Remodeling
ship and have no employees These sub-contractors have 8. E] Demolition
working for me in an capacity. workers'
comp.Insurance.
[No workers'comp. insurance 5. 9 F1 Building addition
p ❑ We are a corporation and its
required.] officers have exercised their 10.❑ Electrical repairs or additions
3.❑ 1 am a homeowner doing all work right of exemption per MGL I 1_❑ Plumbing repairs or additions
myself[No workers'comp. c. 152,§](4),and we have no
12_❑ Roof repairsinsurance required.) employees.[No workers'
comp.insurance required.] 13.0Other
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
:Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information.
L amt an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:
Policy#or Self-ins.Lic.#: Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers'compensation policy declaration page showing the policy number
and expiration date).
Ili Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
j of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
investigations of the DiA for insurance covers rification.
%do hereby certify under tlr sins and pe allies f perjury that the information provided#b ve is true and correct.
Signature: Z
b
i Date: �U�
Phone#:
Official use only. Do not write in this area to he completed by city or to►vn offtciat.
City or Town-
Permit/License#
Issuing Authority(circle one):
1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector
6.Other
Contact Person: Phone#:
b I
r
Permit Number
MECcheck Compliance Report Checked By/Date
Massachusetts Energy Code
MECcheck Software Version 3.3 Release lb
Data filename:Untitled
TITLE:The Portsmouth at Meetinghouse Commons
CITY:North Andover
STATE:Massachusetts
HDD:6322
CONSTRUCTION TYPE: 1 or 2 Family,Detached
HEATING SYSTEM TYPE:Other(Non-Electric Resistance)
DATE:02/23/06
DATE OF PLANS:2/07/06
PROJECT INFORMATION:
Meetinghouse Commons
North Andover,MA 01845
COMPANY INFORMATION:
Meetinghouse Commons LLC
COMPLIANCE:Passes
Maximum UA=477
Your Home=447
6.3%Better Than Code
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R Value R Vaiue U Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 1628 0.0 30.0 50
Wail 1:Wood Frame, 16"o.c. 2356 0.0 13.0 186
Window 1:Vinyl Frame,Double Pane with Low-E 379 0.340 129
35 0.340 12
Door 1:Solid
Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1628 0.0 19.0 70
Furnace 1:Forced Hot Air,90 AFUE
Air Conditioner 1:Electric Central Air, 10 SEER
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building pians,
specifications,and other calculations submitted with the permit application. The proposed building has been designed to
meet the Massachusetts Energy Code requirements in MECcheck Version 3.3 Release Ib and to comply with the
mandatory requirements listed in the MECcheck inspection Checklist.
The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard
Design Conditions found in the Code. The HVAC equipm94 selected to heat or cool the building shall be no greater
than 125%of the design load as:Z::�713 10 and J4.4.
Builder/Designer Date Zg
I
MECcheck Inspection Checklist
Massachusetts Energy Code I
MECcheck Software Version 3.3 Release lb
DATE:02/23/06
TITLE:The Portsmouth at Meetinghouse Commons
Bldg. I
Dept_
Use
1
{ Ceilings:
[ ) { 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 continuous insulation
{ Comments:
1
Above-Grade Walls:
[ J { 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 continuous insulation
Comments:
{
I Windows:
[ j { 1. Window 1:Vinyl Frame,Double Pane with Low-E,U-factor.0340
{ For windows without labeled U-factors,describe features:
I #Panes Frame Type Thermal Break?[ J Yes[ ]No
{ Comments:
I
I Doors:
[ ] { 1. Door 1:Solid,U-factor:0.340
{ Comments:
I
Floors:
[ ] { 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 continuous insulation
I Comments:
{
I Heating and Cooling Equipment:
[ j I 1. Furnace 1:Forced Hot Air,90 AFUE or higher
I Make and Model Number
[ ] { 2. Air Conditioner 1:Electric Central Air,10 SEER or higher
I Make and Model Number
I
I Air Leakage:
[ j { Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] { When installed in the building envelope,recessed lighting fixtures
shall meet one of the following requirements:
I I. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture
I and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space.
{ 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 c1m(0:944
I Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture
I shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled.
I
{ Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
I
I Materials Identification:
[ ] I Materials and equipment must be identified so that compliance can be determined.
] I Manufacturer manuals for all installed heating and cooling equipment and service water heating
{ equipment must be provided.
I
i
I
[ ) j Insulation R values,glazing U-factors,and heating equipment efficiency must be clearly marked on
the building plans or specifications.
I Duct Insulation:
( Ducts shall be insulated per Table J4.4.7.1.
[ ] (
I
( Duct Construction:
j ] ( All accessible joints,seams,and connections of supply and return ductwork located outside
conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed
( using mastic and fibrous backing tape installed according to the manufacturers installation
( instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted.
[ ] I The HVAC system must provide a means for balancing air and water systems.
1
( Temperature Controls:
[ ] ( Thermostats are required for each separate HVAC system A manual or automatic means to
( partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided.
( Heating and Cooling Equipment Sizing:
[ ] I Rated output capacity of the heating/cooiing system is not greater than 125%of the design load as
( specified in Sections 780CMR 1310 and MA.
1
( Circulating Hot Water Systems:
[ ] J Insulate circulating hot water pipes to the levels in Table 1.
I
( Swimming Pools:
j ] ( All heated swimming pools must have an on/off heater switch and require a cover unless over 20•/o
I of the heating energy is from non-depletabie sources. Pool pumps require a time clock.
( Heating and Cooling Piping insulation:
[ ] ( HVAC piping conveying fluids above 120 of or chilled fluids below 55 of must be insulated to the
( levels in Table 2.
Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(Fl Up to 1_' Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-150 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pine Sizes
Piping SystemTypes Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4"
Beating Systems
Low Pressurefremperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.4
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 OS 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD(Building Department Use Only)
I
F
MEETING HOUSE CO
MMONS 1C
NORTHANDOVER, MA o ' SULLIVAN
ARCHITECTS, INC.
ARCHRECiURE.DESIGN.PLANNING
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ARCHITECT DEVELOPER
O'SULLIVAN ARCHITECTS MEETING HOUSE COMMONS LLC
UI
N 201 EDGEWATER DRIVE, SUITE 215 121 CARTER FIELD RD
WAKEFIELD, MA 01880
NORTH ANDOVER MA 01845 i r
Voice (781) 246-1667 Voice (978) 687-2635 ® To . '
Fax 781 246-1683 `_
� ( ) Fax (978) 680-2310 � f"�
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REVISED CONSTRUCTION DRAWINGS 4/4/07
x CONSTRUCTION DRAWINGS 8/8/06
L
J
O'Sullivan Architects, Inc.
General Notes for Single Family Residential Construction in SYMBOL LEGEND
Massachusetts
All notes may not apply to this particular project.
1. Framing standards and requirements vary from locale to locale. Some jurisdictions may have more
stringent framing connections.It is not the indent of these drawings to show engineered connections DETAIL Kt„188'2
meeting all requirements for all areas of the country. t is the responsibility of the owner and contractor to
review and revise,If necessary,any framing connections illustrated in these drawings,in order to meet BUILDING OR W^O
local- Shouldlocaroodesans and quirerdina p y WALL SECTION A-coo O I S U L L I V A N
2 Shedd local codes and/or ordinances differ from these lens,a determination shall be made b the - --
general contractor and/or local building official as to which is the most stringent.The most stringent SWEET tiNMEIHa ARCHITECTS, INC.
requnemm eshall rule.Should a change in these plans be necessary or desired which will atter the
design or structural integrity of the structures)a Licensed Structural Engineer and a Licensed Architect
• must verify all changes. ARCHITECTURE-DESIGN rPL NN NG
3 AN retaining walls and basement wags shall have adequate temporary bracing in place prior to backfill DETAIL K1k4BER 201 EDGE%fAT61 DRIVE,SUITE 215
being placed against walls.Temporary bracing shall not be removed until wall is property braced. DETAIL
4. M slabs on grade shall have a vapor barrier underneath. WAKERH.D.MASSACHUSETTS 01880
5. AN kwndation walls shall be damp proofed. A-000 Tel:pet)z�s-1e6/ Frac(M)246-1683
6. Contractor is to contact DIGSAFE not less than 72 hours prior to any excavating in order to insure that SWEET Kw�62 wwvv.os 8-1867irarcc(M)ts.00m
underground utility lines are located and are not damage or disturbed.
7. Utifty trenches must be back filled at house perimeter line with a plug to prevent exterior drainage and/or
gourd water from entering the house. papsm
ELEVATION n ,� �w..a wr bows iao.,w.vc uas.ne
8. Install perfoundation fotlation drain(4 inch round minimum)around entire perimeter footing. Extend drain FLOOR LEva
i. .y r:.m.o b n»rnsvx.e icons,.
line to a point away from structure for positive drainage.Actual location of drain line and points of y, wv.a«..am,ivs.it«rym.vie.iwltic
g 1 v s MARKER 8 "OO.q ELEVATION DATLM i pit,i pa1JE itl w ueu r.wAm
drainage must underground determined g the'ob pile dna review( n licensed Civil En meet. c.�r+..i� o•s,mrvs.�vrm iG
9. pointinstawayfrothcool tore for
dna drain lines(4 inch round minimumo a con drain line to a 020D5 OStAb-Arctiti ats Ix.
-
point away from the structure for positive drainage. Roof drainage lines shall not be connected to
Contractor
id WINDOW TYPE O
- 10.Cortreclw to provide finished grade that does not create an excess otwater drainage to adjacent
abutters and that all landscaping is property located within the owner's property.Contractor to follow Civil
Engineees proposed topography and coordinate all proposed changes in grade with Civil Engineer and
- - Architect.
11.Framing plans are schematic in nature and should not be scaled. Install all blocking,bracing,stiffbacks, DOOR NUMBER O
etc.,as required by the Building Code and in accordance with good framing practices and standards,
- 12 AS beams and headers are required proper posts under each end.Such posts shall extend directly down
to fooling or foundation wail.Refer to plans for more detail-
' - 13.All wood In contact with concrete must be pressure treated. ROOM NAME MASTER BEDROOM
- 14.Al metal fasteners,connectors and supports in contact with pressure treated wood shall have a zinc rich AND NUMBER
coating;G-185 for hot dipped galvanized products or min.class 40 for electrogalvanized producls.
' 15.Anchor bolls to be placed around the exterior of the building at no more than 6'-0"O.C.for two story WALL, FLOOR OR
structurere s and no mothan 4'-0'O.C.for structures more than two stories.Anchor bolts are to be
.located no less than 12 inches away from each comer and no less than 12 inches from the end of each MWA Meeting
��11I�� (�n O��A
e
plate section.Anchor bolts to be ASTM 307'14 inch diameter and 18 inches long with 2 inch hook Provide � R 'v I ROOF TYPE �
not less than 2 bolts for each individual sill piece.AM exterior frame walls are to be set on sill sealer. I
16.Typical headers at an 6"waits will be(2)2 x 10's with 2%inch blocking spaced at 24"o.c.,unless lytic fd1v1862d. INTERIOR
otherwise nye Commons
- 17.Typical headers at all 4"walls call be(2)2 x 10's with 34 inch plywood blocking spaced a124"o.c-,unless 4 Al 2 `-B_EVATION
otherwise noted. ELEVATION _
18.Use joist hangers at all flush beams and headers.(Consult Manufacturer of hangers on the application of 3
hanger and bad that hanger should be designed for.) -
- 19.Install double joists under all parallel partitions above,unless otherwise noted.
20.Install double joists at each side of all openings;including stairwells,skylights,chimneys,etc.
21.M roof rafters and trusses shag have tie downs. -
22 Due to variations in the natural thickness of stone,the actual thickness of the stone veneer may vary fmm
project to project.A minimum of 6 inches should be provided at the ewe for receiving stone veneer,
however,Contractor must verify actual thickness with mason. Make any necessary adjustments to the - North Andover- eave detail to allow for actual veneerlhickness.Due to the variations mentioned a minimum bearing
ledge of 6 inches at the fooling is recommended.
" 23.AN water Ines located within exterior walls are to tie insulated. '
- 24.M mechanical closets are to be insulated with full thickness batt insulation.This includes interior,as well -
as,exterior wails.Mechanical closets doors shall be weatherstripped.
25.M wood exposed to exterior must be either pressure treated,painted,sealed or redwood,cedar,
mahogany,or teak wood that has some protective coating to water and U.V.light.
26.M exterior trim that is interrupted or protrudes from the building lace such as:wood window,caps,trim
" - found amund entry door,wood water table detail and etc.,must have continuous metal flashing at top.All ,
exterior windows and exterior doors must have proper metal cap flashing at trim. General Notes 8(p
27.M exposed finished surfaces,including insulation materials,facings,vapor barriers and breather papers l
shall have aflame spread of not more than 2D0 and a smoke density of not more than 450. Ca
28.M foamed plastic shall be protected by 34 inch gypsum wallboard.
a -
29.Provide baffle vents at sloped roof rafter bays in order to maintain free air flow at insulation. J�/I�y Is
install crawl space vents along outside perimeter of crawl space whether indicated on drawings or not {". ,
The minimum total area of ventilating openings shall be not less than one square foot for each 150 sq.R \h
of crawl space area,with one vent lafi g opening within 36 inches of each comer.When the gmund 40.Pmvi°e fire slopping between each story,including between the basement and the first story and
surface is treated with an appropriate vapor barrier,the total ventilation area may be reduced to 1/1,500 between the fop story and attic. Provide draft stopping in all concealed spaces of walls,al cove and ft��/1
ofthe crawl space area.Ventilating openings shall be as event'spaced as possible amund the crawl soffA
ded ceilings,dropped ceilings,at tops and bottoms of stair stringers and all penetrations of ducts. G E6J
_ space to insure pmper ventilation.Standard ventilation opening is 8"x 16"(.88 sq.R)All openings shall pipes,conduits,chimneys,etc.
O - be supplied with%inch wire mash screen and operable damper for adjustment of arc fiow. 41.Provide tempered safety glazing in the following locations:
- 31.Basements and cellars not used as habitable,occupiable space shall be provided with a minimum of four Ali swing and sliding doors,including fixed panels,sidelights and storm doors.
siding type,or awning type windows for every 15DD sq.R of flow area,or multiples thereof,and shall be Enclosures surrounding tubs,showers,steam rooms,hot tubs and pools.This Includes all fixed -
_ looted,as near as practical,to provide cross ventilation.-AMemately,mechanical ventilation may De panels,doors and windows.
- provided. All glass which is within a 24 inch radius of either vertical edge of a door in the dosed position. C
32 Provide mechanical or natural ventilation for each separate attic area.For naturally ventilated spaces the 42 Provide smoke detectors in sufficient quantities and locations to meet requirements of the Building Code. 9
00 - minimum net free ventilation area shall be 1/300 of the floor area being ventilated when 50-8D%of the Provide not less than one smoke detector on each floor,including basements and attics capable N
- "ventilating area is located in the upper portion of the mof and at least 36 inches above eave vents-ft of being inhabited. 4s
remainder of ventilated area shall be provided by eave or comice vents. Provide one smoke detector in each bedroom.
C /
33.Garages shag be separated tom main house by a fire rated walls and ceiling;refer to plans. Provide one smoke detector outside each sleeping area in the vicinity of the bedrooms.
Z - 34.Provide access panels to each'individual attic and crawl space.Attic access panels are to be a minimum Provide not less than one smoke detector for every 1,200 S.F.of floor space. C13
- of 22 wide by Nr high to all attic areas and under eaves which are over 3'-0"clear in height.Provide Provide photo electric smoke detector if located less than 20 feel tom either a Kitchen or aOF a a Cly
crawl space access panels not less than 18'by 24'. bathroom with a tub or shower. R
35.M stairs within a dwelling unit shall be not less than 36 inches dear in width and shall provide not be less 43.Provide carbon monoxide detectors in suffrclerd quantities and locations to meet the requirements of the
C� than 6'-6'dear headroom.The maximum riser height is 81/,inches and the minimum tread depth is 9 Building Code.
Q _ Inches.Handrails shall be provided on one side of stairs,mounted 36 inches above stair nosing and shall Provide not less than one carbon monoxide detector on each floor,including basements and
nun
O � - � m intemxpted the entire length of nm;newel posts may interrupt the railing at tints and landings. attics capable of being inhabited.
SCALE Scale:
Z - 35.Railings at decks,balconies and raised platforms are to be a minimum of 36 inches above finished flow. Provide one carbon monoxide within ten feet of each sleeping area.
h Ratings are to support a concentrated load of 200 His.ailing in arry direction. 44.Combination smoke detector and carbon monoxide detectors may be installed so long as they have (ISSUED/DRAWN BY
rn _ 37.M Interior and exterior railing/guardlbalustmde system shall be designed so that a 4 inch sphere cannot simulated voice and lone alarms the clearly distinguish between the two types of emergencies.
Q - e to the other side.
Dern Combination smoke deteBathroom
with
and carbon ower,shall
detectorsaphotoelectric
oe located less than 20 feet from eller
38.Each bedroom above the first Icor shag be equipped with an emergency egress window of not less than a Kitchen,or a Bathroom with a tub or shower,shag be a photoelectric alarm.
3.3 sq.R The minimum dear opening of the window shall not be less than 20 inches and 24 inches in 45.Each bathroom and toilet mom shall be equipped with a mechanical exhaust fan vented to the exterior. REVISED/REVISED BY
O either direction. Fan shall exhaust,as a minimum,at 50 cfm if operated intermittently or 20 cfm if continuously operated.
U 39.Provide drat stopping in floor and ceiling assemblies where open web joists are used or where the ceiling Exhaust vent termination to auks or other interior portions of the building are not permitted.
y� is suspended below floor taming.Drat stopping consisting of either%inch gypsum wallboard or 3/8 46.Refer to the energy code review for"lY&"R'values of various areas and components and efficiency of
�a inch plywood shag subdivide the concealed space into areas not exceeding 1000 sq.t. the beating system.Any changes from what is indicated in the energy code review may nullity
O compliance with the energy code and require a new review and calculations to be performed.
47.Moisture resistant gypsum wagboard shall be used throughout the bathrooms and similar damp locations
except where tile backer board is required.Tile backer board is required at all locations where tile is
indicated in the room finish schedule.
48.M exterior doors and windows shall be tested and Labeled for energy,infiltration and pressure JOB NO:
Performance-
SHEET
o SHEET NUMBER
[`
AO . 1
L J .
O'Sullivan Architects, Inc 622WIS D.EaRhworlc I. Engineered Lumber.Provide members of size,Wade and spacing m indicated an the plans.Deflection 11. Reter to drawings fa locations and types of flocar coverings.
t. Remora all substandard or unwftewe sails remove debris,swaps and Other organic mater. shah be limbed to U480.Engineered lumber Morning Morning to be asalled in accordance with bo nufa 9wers 12.Follow ma uchicaaefs specifications for preparation and application of floor coverings.
Specifications for One and Two Family Residential Projects 2. Remove all rook and ledge 24 inches below finished grade mtl 72 kh[hes below imtinps,foundations antl spedfitatians. D.Wall coverings:Consul Owner for specific types mdlawDons dwild coverings
All notes may not apply to this particular project 3. also.on wait..Install hes ai 2. All mala beams swell have•maximum of'/,"detection d fug design lowling.
wning graular fill under ail sbuccu es, E.Sub•Fh,wing SECTION 10-SPECIALTIES
SECTION 1- 4. Compactim to be not less than 85%under all buildings,structures and paving;and not less than 90%under 1. Plywood:APA rated.%•T&G plywood.C-D interior APA wl ext glue,glued and screwed to Joists. A Refer to crewing tw specific locations and types of specially items.
General Requirements Ievm and goofing.macnum dry density in accordance nit ASTM D1557,method D. 2. OSB:APA rated atmathing,Exposure l,'/.'T8G uetl ends -it t° iMs. B.PrNrxiraled fire aces:Provide
A General B m pl gas or wood bumn8 fireplaces as nciwled.labs to be vanletl m exterior
1.The intern at lois spedfxztian is m give the trey 5. Comply with an tlud regulations imposed by local air polhrom control agendas F.Roof Framing: shsn mawladhrer's hdandortl B-vml
esperson though fnlomaeon to sable to E.Drainage control: 1. Dimensional lumber.2 x10 16'0.c..unless noted otherwise on the Plans. g ��unless otherwiR sided.
a complek job.In coli Section the Contractor anho Suhcontraclorae responsible to �
I Insall hey bales and sot lentos for erosion control,as necessary,during construction. 2. Engineered lumber,Provide members of site.grade antl spacing m indicated on the plans.Deflection shot C.Bfind and shades:Conseil owner fm locations and providing en labs,malensk,antl ewiPnheM m perform the MI work n a cortplese and 2. Finish gni shell dope away horn all strhdaes. - be limited m UOBO.Engineered wmberiramnp m be ahat¢Iletl in aCCdrdmca with maMornarers doors. types d blind and shades m be Installed d windows,and
cmf awn like manner. 3. Foundatian drains 8 trench drams:4 inch minimum perforated pipe wrapped with titer fabric antl a specifications. D.Closet shelving:Provide epoxy waled open ware steel shelving n eel
'2 This Cxtugtracl is M a complete project The Contractor anho Subcontradoe Mstl rrnimum d t2 indhes ot Gass A' coat dotes,tinm and pantry closets and
provitle
l=labor,tools,permia,equipment sb9ing,temporary and persrhanmt 4. Gutters an0 down gravel badGll;nhinimumdope 1%. 3. Roof Tn s¢s:Shall be teDcwtetl DY a buss swnulaLminp campanY having a raminum of twee years above laundry equipment GosetMald or equal.
spouts-hon to a 4 inch akin_tight kne(non-perforated).Conwt Architect to verity experience.Trusses shall be designed to carry the load imposed,es indicated an these plans,and M E.Bath accessories:
hltilibe5.ala ihwrance mcessary m complete the crostrucbm as drown arta ss irtgdted 15G N gate ,
these Carrtrad Documents.M materials Men be nsw. splash block as eliemetive to tight tine. accordance cocci an applicable cotles and atlinarhees.Deflection,shall be hmaetl to U480.Provitle 7. Consult Own,fa locations and types N Dam accessories mcludng towel bars and rings,wap dishes,by
3.Contract Domments include the F.Eaena paving. Sheathers hdemped heatngs to entire loins sydem for review and approval q Owner and Ardhhed toothbrush and a holders,robe hooks,meet paper
sgcemml hawvhgs,sPedfiratigra and tl ahldenda nrarpwatetl par to /. An eposM exterior concrete to be Fair-intreined,3000 psi. G.Roof Sheathing' cabinets,etc. P tlisp¢nsers,shower curtain rod,shelves,medicine
exeaubm of the agreement 2 Corxzere driveways Fare a be 5 khdhes Mick with 6 x 6 W1.4xW1.4 w.wJ.war 6 Inch minimum crushed 1.
4.These documents have been prepared n accordance with the Mossadnsef s State Building Code,Edition dIX1e Plywood A APA traded sheathing.ingE Expowre 7,APA glued
plugged exterior glue:5M"thick 2. Bern antl shower endosomes:Refer In drawings for locations;canwN Owner regarding cdaa and styles d O 1 S U L L I V A N
45,Chapter 36 One ala Two Fe 7 Dweflin Code.All work shall be kg sccadance with cw es couponer aha Fai..9 t 2. OSB:APA rated sheathing,Fxpowrc 1,516 T8G eluetl antl nailed m Joists. endosarcs.All erdoswes we m be tampered glace.
Y B 9°v'ernn9 3. Bituminous concrete paving t°be Class 1,Type 1-1 d Mass.Highway Spehificetions.Pavement m consist H.Exterior Siding. n E/'� INC.and standards.Clem,safe,working mndaons droll be maintained al all times.Safety Rewuban5 Mall of 2 h'thick Mt N Binder Lame and 1 IN thick Top Course of bit uranaus concrete.Subbase m be 6 inch 1. GepDoads:Western Ree Ceder,plain bevel,deo vertical grain;%'x 6'nominal.Exposure o14 75'or as SEc nDN 11-EOUIPMENT A 1l C H i T C C T S, I I V C.
intl°tle sw3h measures m since,public safety. thick rrimmum crushed sane,compaded and rolled. -lied out on the drawn A E
5.The work shall Proceed as quiddy as possible.Each trade shall layout and coordinate their work m expedite 4. Walkways 115• - qurpmenl t drevongs t Cmsrm Arof Wphmd-Ovmerta more detail m sppliances and ewiprrhmt
k.Walkway
radmum4 Inch With fi W1.4xW1.4 w.w.f.can4 nN minimum gravel 2. Shakes:White ceda.swkes,dmrvertical
the wmhStrutSan process.AN mredals shell be °°tl qudM.Detective work shell be removed and grain.-Exposure d4'or as C811etl wt ondrawings. 7. RNer t°hewings for locations of appXances.
replaced 9 base.Walkway surface to receive norh-akp broom finish. __ -- - 3. Vinyl Siding: Fichng Teea-Mein Street a eweL 2. Coordinate indallabon of equipment with cabinets.
G.landshraping-' - -- ARCHITECTURE•DESIGN PLANNING
6-Site Visits The-Contractorand-Subcontractors Mast vita the site and Derange fina6a roan all existing an a. Vicryl ddme color and dine type as selected ke Owner or Arddeld.
t. Fxhr tledgn q lend cope designer a landcape ArdhaecL Coordinate landscape elenana with Owner, b. Install all required trim antl accessories m make a watertight
site mnditar,prior m subrnang any bid proposals. ad,h e4nr gM installation. SECTIONt:-FURNISHINGS 201 WAKEFIELD.
DRfVE,SURE 216
7. All dmensias shell be field verified by the Contractor anho Subcontractor. H Oewrerin e°L and General Cantracar. 1.6,1. Trim: A Cebmerl Coortnd,eelectim d cabinetstyp antl IaYvul ntm Own,. WAI�IEL.D,MASSACFAJSEiTS Df BBO
S. Shedd mi pandas be found between the drawings.specificefiore as code.the following shat be the B' 1. Clea pine trim sizes es indicated on me drawings. B.C ION 15-:MECHANICAL
L SYSTEMS
and types N eitt,ml count,material-with own,.
B 1. Provide aid malnfein means antl devices m promptly rertrove and eispose d all wet,Mom every source 2. Avoid ehuffinv mm in Ian I than 6-0".All nail ides to be
omkr d d s,m vti n charily.The txae shall wttmle the 6prrifi®Harts,and the specifications antl wertae ent,ing the exwvatons a cher parts m the work BBr`'alb` properly pulped w painted aim has smooth
' the rlrawirhps,awhidhhvera mod resnhbve. appearance. SECTION IS-MECHANICAL SYSTEMS Tet(81)246-1661 FSC(!B7)24(rt8f3;i
9. At the end of each walk tl dem the walk ores gl rubbish cad rxx¢buction debris don nature.Store J.Heavy Timber Consbuefim: A.Heart—Ventmatina and Air Conditioning:
�'. Y SECTION 3-CONCRETE www.OsullNenarDhibBGil.COm
1 n io ri is so the they do not create neural pockets for papers a other mrMussble mreriaa. 1. Timmer post ane neem m be shed smx;tirrr Douglas Fir,nO.2 a toter. Mechanical systems tie tg be ped°rmetl on a Design/Bulld basis.Work shall cornsist of furnishing and installing e
A Concrete: 2. Timber bion t°be aln drrcd,select be catler. co
70.A minimum d two(2)&e eztirhghddhers shall be placed the wok sea.In 7. All cahcrete a m be 3000 28 d co f� complete mechanical system fa the entire building txxsistin9 d but trot Xurghetl m tbe fdlowkh8: Tlw••m•wihww w•P•als,m:orw.wn pzPrw
pd y compressive atrenpth,civ,6 kdg uronwm,mmpaded grovel fill.No K Fahisfi Carpentry. 1. All work is m be nstelletl in accortlance with the 2
8eraret aro use of opm flame devices a Rghibhed In the event that operations a¢ adddwes are mlowed. requirements of the State Plumbing ane Gas Codes. trr..as r>r awns Irhdie•rwd.vtaarsam arse
' undertaken m Wish fisc d an open flame device a essential,the Subcontracar shag 7. Base Board 8 Casing:Clea whin pine a poplar,Palmed. 2. Furrdsh arta instill services,equipmmL rxmtrOls,dudwak nsulMm,grills,repsters,rehigcrant pipng one ...w,aFr...y nrNh.d m a»ldwr'a.d am•a,.
2. CorhaNe in garage dabs and d porches antl steps exposed to the wether to be 3500 psi. 2. title Shelving: la AB plywood cal sdie-it edge. other maleriats to rewired to provide an average annual t not revere within the spam of 75 Coes. 'thio•a r•Prodvcaon M cls I-.+hwthow
conaull with the Own,,describing the rncrurmstances neeessheeng the device.The 3. Cure walk antl tlabs per ACI 37693. 3. �Cudom woodwork Lmdrud custom woodwork as foal®led m drawings,rtaetin0 AW]
Owner may repire edcitimr Recautiaa as helshe deems nehxssary. � - Rermdum comity Fahrenheit Size and fin'taYouf d system q Mechanic CmgtraYor, a n PwL s P.anieih•o eh.h..a•n
B.Concrete Foundations 8 Footings: � dantlard. � 3. Note:RoviOetl with mesa drawings ere Massachusetts energy dwlaoons that aswmetl ksaalign ffi vrrre.ioh a o'saay.,Ahoxirr4r,khc.
11.Castrhuction Mouldnt begin prior to 7:OOemoredend beyond 5:00 pm,Monday than 1. Footings sem allm undisturbed sill and below hxllevel(48hdhes,minimum,below finish grade).The 4. Smits;Install stairs,railings,balustrades and othtt than es nhcetetlwthe drawings. noted coal be used and windows will hevea thin.'if'veluh:esnoted ora that mefumace effitimryis me 02006 O£Jfivan ArcNlec'm inc.
Friday.un the Own,and authority shavingjhxisdmon has approved extended Contrs ar shml verily sail bearing capacity.Fmmgs are m be2D`x 10`,unlea nand other u.Top ot absolute minimum allowed by code given these specifications.Contractor m verity system used will meet
worlarl8 footing a to have keyway.Provide(2)94 reba n footings. SECTION 7-THERMAL AND MOISTURE PROTECTION and pass Massadasetts energy codes,the latest addition applicable m this project
6. Schedule:1.Prv2. Step footings to be a uuanimum 1 vertical m 3 horizontal. A Darnifim ofing antl Waterproofing: 4. Each flow is to be a spade zone:Coordinak other zonang with Owner a Artldtect
7.Provide auunhberd dada days complete the project AflowManfa crosbudign � 3. Fwntlation wags aerobe lOnMes stick umess mletlotherwise.Provide hales pan(2)44 rebs atop 1. install bitrhmirhws dampRaofmgdell below grade orris.Dampproafing tobeasbestgs Mee,Karnak 5. Provide testing.balancing.fees mtlpemyds esrcwired by governing agencies in base bid. '
well be Praviden m the Owner and Architect upon award of the Cxhmai Flow chart will be and d bosom d m W be curls. ChenJcm Co
. updated
periodically as repined q request dike Owner and AmhNal 4. Ua<inlorced foundation coma Mall r°PmY a equal,install protection bead aver all tlampprodetl chhrtaces prior t°back fill. B.Plumbing General: -
support a mezimum of 7'-0"unbalaraed fin. 2. Insall waterproofing membrane an wets ane died¢as indicated.Follow menduxtaer's insthmcas for Plumbing systems are to be performed an a DedgMBuild basis.Work shag consort of furnishing ora iMmfin9 e
C.Telling. 5. Noah and block foundation vts as requa,mc.into
for beam pockets,pride Metes,etc- ng Insulation:
tion: ons.W.R.Grax'BiMhene'line of products a equal. camp. mechanical work is t system fa the entree building c the Fre g d but not l on ed to the Plumbing
ng:
7. The Contractor artiho Subcomxar shell ted all equiprrhtthL doors,wiMvws,hardware,appliances,etc.m 6. Embed ardha bats,fasteuneus,plates,ea.aha concrete as required. B.Bullring Imhwlatim: 1. AN work a m be installed in accortlance with the requirements alone Stale PlumbnB aid Gas Cotles.
ansae Roper in.twism antl operation and shall verify the came to the Owner in writing prim to cam to C.Concrete Slabs on grade: 1. Refer to Energy Code review and drawings for locations of and Rvalum of insulation at different preps. 2. Furnish and install all plumbing m noted an plans,including all fixwres.hangs,water,waste,vent and gas
. the Owner. 7. Conor,dab-corvxete dens tie m berid fess than 4 inches Mick with6X6-WiA z W 1.4 welded wire 2. install perimeur rigid mwlation where Indicated.Rigid Insulation ts m be ezaadee pdystyrane.Dow piping,valves,nsaMm,flow dans,ea.,m provide a comgete and working system
D.Guarantees.eO nor. es,O&M Manual. fabric Chertigal•Styrdwm a ewe. 3. Saes,locations and hayed d system q Plumbing Conde a own r.
7. The Subcontractors shall Rwibe the Own,with an Guarantees,wertahoes,peretion and 2 Instag 6 nil polyethylene vapor beerier antler all dabs. 3. Fiber8lass therm'inwbfim. C.Plumbing Melerirs
meinlmanee hnsbuctrons and other laeralure Resided with atl egpmanluse0 n the project 3. Floes deb5 a have steel troweled finish. 1rstaN unlaced fiberglass bats full width at wrdfjoisvrafter Cavity. - 7. Sanitary wade-schedule 40 PVC OWN(Drain Wade Vent)
E Quality Assurance: - D.Reinforcing Steel: b. it Ball q mil polyethylene vapor barrier on conditioned space side of all fiberglass bats.Vapor 2. Gas Piping-standard weight black steel
o, M°ndaquality gmo il prver oduce
work of specified
euds•sarvirrs•sd¢mndHms i. be
steel to,meet ASTM be R5.at,d ravisiorewilh supplerrhemm requirement. 43 antl 44 Dersm seated to be mminuvus across surface of insumoon with all joints mdpenetratimstaped and 3. Wrier with wrought
copper
tlomestin cold.hot Find hot wetter rewm)-wpp,Type Mspec.harddrawncopper
and workmandhup to protluee work of spehified CpalM, be GR�O;45 and larger bars to be GR-60 seated. tubing with wrought copper aoaerjdnt type,97/3 sweat firon0 mnforminp to ASTM spec.B-0B.ANSI
2 Comply in hal with manufacturers nstmetrons inducing each step in sequence. - 2. Provide 43 Z-BAR spacers 24'.O.C.such way for an concrete wens having reinforcing deet in both feces. a Install high density insulation,as rewired.M flat and doped ceilingskoots. standards Bed in domestic
ander syst respectively.
3. Shouts maudacwrers sistmhtiOra hxafld with Contract Dhxuments or deviate horn good d. Maintain ceamces a provide prop,airflow at insulalian n ceilings and ands;Distort baffle vats 4. An nd rd used in domestic coder system shall be Iced-hoe and shell conform with requirements of the
CauF.tructimprectice,request darificatianfrom Owner and Mchhedbefore proCeednO. SECTION 4-MASONRY as rewired. � MesmchhrsetlsSlatePlumbkhgCotle. M@Bti{1g HOUSV
4. Comply vrim apeeifiea sbneard as rrginimum weary to the work,ezapt whin Mae A Cmaeb Block '4. Awhrtie in-lith 5, Flashing-44 shoot lead for sanitary vers.16 G.A.Galvahlxed for flues or preformed neoprene beets
stringent demotes,mtles or specifietl requirements indicate higher standards Or Mae 1. Instal stantlad hollow,concrete mssmry,raids(CMU),16'x Vic 8'or of other sizes as required a. Install acoustic inwlation wound all bathroom, D.Plumbing Fixtures-consultOwnerfor more detail.
Reale vmrawrsMp, 2. Provide galvanized,tatldertype horizontal rekilorcemerll es required. b. RNer to drawings for abhor locations m receive acoustic iM1SWetian. E tither'phumbing workm be included in Contractors base bid:
S. Perform work by persons qualified to produce workmanship of specified quality. S.BriGC C.Faect°ppmg: 1. Y.'cad,m refrigerator. Commons
6. Sense Prodhhta n a place with positive anchorage devices tlesignetl and sized m ,, lluas as selected by owner.Mason m provide deal times,brick ties,relieving angles and ahxessories a 7. Install firesto '
Aping Mwow all wising,conduce,piping,ductwork and other penetndions d rated partitions. 2. Comecon f dishwa it
wttlstand stresses antivnranon without - 9O er(s)and garbeg,diposal(s).
physical rtisdtim a tfisfigureruam Bfick Vtl. Paraee curls and between flaw levels. 3. Rough for washer(s)with wall box
F.Submittals. 2 Brick Vmeer.Provide adjustable ties at IS'-and provide weep holes at 24'g.c.Use hyedfietl mortarfor 2. Provide emesaories as required;Bio Fmeshieltl products or equal. 4. Gas and vont to outside for tlryer(s).
7. The ShAtorNedas dirt provide samgesa the Owner as required by the drawings ora below,and above ground applimfims.Provide 7 inch minimum airspace between bock and Mea[MnB� D.Asphalt Shingle Roofing: S. Frost pmol b cods;minimum one On each side of hearse.
Thenwxama. 3. Apply 75 M.boveigr pope over wood sheathiProvide
I onto i ou to inatedairspace
aspharfibetwee brick fladphg aver. 1. Insall ardgle Rcewrel .
2 Tratle nanhes ot apehific manuammers sp,dfied heron tie used as a basis to the tlesign opeukngs and d bottom d brick cola. erica as selected Owner.
2501b.,Gass"A"shingle 30 Yea minimum w-''airy.Type,style and 7 7 flow�ee heater(s)C emdmsde
' mhor al tleSirM.$ubdwbas of products b ons,manulacnrters � � ga with flue antl TP valves(verily size cal owntt) '
w M Y cart D°made C.Bride antl Smrw Vmem 2. Insall mashing hip and ridge Mingles. 8. 1'copper coat,service(udnimum sae)
when approved by the Owner and Architect 1. Brick and done Cater,finish,type and became a art to be selected by owner. 3, Install ridge vents and hip vents where inciiwted. 9. Gas service to coli appliance and pier d egulpmer as required.
- G.Temporary Electrkcly. 2 Provide dcel Intek aver all openings es required,Alternately provide Recast condole,hissed aline a 4. Insall 36 inch wide W.R.Gree•Nyco'Ice and Wafer StdNd'at all ewes,centered co ell valleys and d all 70.4"schedule 40 PVC DW V m sanibry sewer or septic tank whichever applies.
1. Provide gabble 9erhttal°ha or tinned m teurgaay power seuvice.Pow,consumption load bearing hritic Intea rid headers as shown, inlerseclions of roofs and walls. 11.Piping to humidifiers,steam showers and other accessories.
Man rid cl shpt Owners need for axanuous smite. 3. Instill selpsable diwe-tall type ties,Heckman 315876 or equal,at 16'o.c.each way.Anchors to be 5. Provide 26 gauge Ref rushed aluminum drip edge d oil eaves and rakes. 12 Provide testing,fees and permits as required
2 Provide power Outlets to construction operations with branch wirng and distribufien seared to stud orplywood sheathing.Provide weep holes at 24"o.e Use specified mortartorbelow eta squire q governing agencies in base Did.
boxes.Provide flexible pow,card es rewaed ffiwe grams appicanons.Provide t nein minimum ai E FlpMnp:
'pace between bock and sbeatldng. ,. Provide 2D gage aluminum fleshing war an doom,windows or other cart openings;d roof curl irersetaons, North Andover' 3. Permanent mnveaencee recepbdes cosy be utilized during eahsbuhSon. � � 4. Apply 154 builtlm9 pap,aver wood sheathing.Instars 5 oz,laminated asphaltcpper flashing w,a0 skylights,and other rod accessories, � -
H.Temporary
t. FarishH terugpaary tied devices as require0 to rthrnbin Spedfied conditions for � D.��ao�CIC W arid at badmm dDukir cavity-Do rwl Phrtgctirte ibdgnB. 2 Install step flashing at all irersedions droots and brick or masonry.
., boxconebucem operations.Perower cards
ent bhrdnB fid. system mat be used during t. NOMwd bearing units selected id o i 1.Pittsburgh C pats Cap.0 3. Install a 2D easing i all valleys. .
crostrurbm. specifications, M°r.�ao°n V,mahufaCDaers .4. luhsmll 16 of copper or 16 aZ,lead coated copper where indicated. ,
5. Provide copper a membrana d all Ressurc treated lumber
.2 Prior to operation of permanent bdlities for temporary heatlng phrposes,verily that I-Mortar. F.Sealams: SECTION I6-ELECTRICAL SYSTEMS
instal so=is approves for operation,equipment is kdaihxtetl and Titers we in place. 1. ASTM 6270 Type 5/nhc 1 pat cement(C-15D)-Y•part hydrated lime(6207)4 perm soba(67 44) 7. Apply seabno to ell jdnts,roams and nlersectiom,tom interior and exterior,and between hssiurAa A General '
Provide and pay to operetivns,maintenance and regular replacement dfilms and wan atxhnwnatl hi Usetype 5"mortar above ground and type'M"Imrterbelow grand materials.Appy sealant around all penetrrroonsdexterior coals,aountl oil plumbing fixbrtes and between Electrical systems are m be perlomed On a Deign/Build basis.Work sh ll consist of wmisMng and Modelling parts. G.ThinBrickBrick• counters and walls. complete mechanical system for the en,e buihng consorting d but not limited to the following:
3. r Ve ppopriak minimum temperature r
re etxammq entletl mamcaclurer. 7. Units seleded 'Mk
lry owner, xbxa'q interstate Brick Co.or actual. mstacco
al,Irail in rdahgre an
collo mdactipers 2, .Provide secant acceswries suds M bacwork m
backer rods,primers,etc. 7. Ali k is be installed in accordance with the applicable edition of the Natimal Electric Code.
. I. TemporaryVeugtilation, spedfxatias. � 3. m be field painted). 2Furnish curing Silicone: Joints in concrete,exterior joint at Window head,soffits,ceilings,etc. . mish antl instaA all wrinpanel boxesCir
g, circuitcircuitbreakers,swhdus,receptacles,etc„for a complete
• 1. VenNate erdosetl seas as requketl in ordtt m asset Curing al hmhaerials,m hsperse One pert Non-acid
for use in joints -
hurrtlM mtl to prevent ac nudatias of&mL lumen,vapors or gases, _ SECTIDN 5-METALS A. One-part P,ysumde:Hou¢mtalprods n mnaete antl aN horizmtal join6 n paring subject to fmt bWk. Incl working electrical a d ca e Size d service,Ighmt r mMeeits,ea„by m electrical to wntracrifi having or Met
J. Tertpaary Sanitary FadNes. A.Structwr Steel - 5. One-part Mildew reddant Silicone:Ceramic file,all interim joints subject to moisture. Xautle telephone and cable television pre-wiring horn Street m ohNets p,lar andh°rioes having Specifications
1. Provide and maintain requmd facNibm and endgsures. 1. Strucnral beams shah mcet ASTM A-36.latest revmdorrs 6. Pigmented small joint se la t For join co interim title of exleaa walls mg small to be wdked with Cooed
K eartiers 2 Sthatram pipe txxumns shall meet ASTM A53,laths.revisions puneble coolant .3. Coordinate locations of swftMes.recePbces,doorbell,pPllances and gtlh,devices cath Owner.
7. Provide barriers as reQiretl m prevent unauthortrm eery a canstrhatian areas,m snow 3. Provide doubie'huts to all column anclhor bats m clow,for 7. Acrylic EmuldonfLatex joint seaheht General purpose interim sealant far joints m receive painters finish. 4. Provide testing•fees and
N for Owners use d she and protect existing facilities and adjaceMpropeufies tum danhege shrink aduhder base adp,wmnl ma dmenng ndrl minnum 1'con- G.Exterior Insulation antl Foran System(ETES): 8:Materials: permits as required q governing agencies n base bid.
^' horn couhstrhumon 8< gate aM erection.Anchor bola lerhgms tie embedment k°glhs. t. Instars•PB EIFS System'q Perez a equal systems ham Dryva a Sto.System to mrsat of horse wrap, 1.'Whrin9-copper throughout opttations - �4. AN CxaWmm a beam connections may be come with standard machine bd1s.
°hecheM°°IIY fastened heine9e type ihshnatim beard,reafwdng mesh and Cxmhentibous fudsh ands. 2 CDari1 breakers-G.E.,Westinghouse R equal '
V) L Protection dnsdletlwork - S. AN satfabrications,idudtio beams a ace with
Mal receive ishop applied oat inhibitive puinhtt. M Follow mandaS Syste 'byPaHmsforuaPaaeon and Dryvftoon. 3. Swinges-"Ler thetorr mews.
O 7. Provide speher Reaction where specified in nhwim,r spehification SettiaK mtl where - - fide weld deli be grohehtl smooth use primed with a oat inMlgnve coetlnB- al 2 Suppry 9ashings,starter banks and ons,accessories rewired. 4. Fables-'der to schedule on plans.
an - wake of stype or in position mbe vulnerable mconsWhaon process tlemege. 6. All gid hangersm be standard h.w.l8 gauge mesal. 3. Finish,calor antl Rotes as Indicated mthe drawings codas selected by Owner and Architect. 5. Telephone said dab-minimum2palr wiring(crosult Architect arOwnerfa addhtimal par options.)
i
2 Prohibit clothe m storage an waterproofed w roofed surfaces.When traffic a activity a 7. Use Simpson 2A7AX fine or Structural Coms edwTriple Zink rated G-1 65 hangers al ressa
an Pe created r.
C> Rot waterproofing a roofing rrhrerir lumbo _ 6. Cade T.V.-coaxial cable(minimum CATS ndusby,standard)
necessary,obtain remmMraatimsfor protection horn SECTONB-DOORS AND WINDOWS 7, Security system-consult own,for prev4ring(t required)
CD maxutamrter. B.Arddlxtier Metas: A.Doors: 8. Audio and video systems-txashd own,la prewire(N required)
N 3. Prohibit Maybe n landscaped seas. .t. Omarnentel metal fabiieatias Mal be constructed by aafamen a resemble.as closely as possible, t. Beterior Dmrs:Pre-Hung plans mal sizes and types. .
,may M.Meinimance and cernlan sc Frailties,udlities and controls. designs indicated in mese plash el no dotal deapn a provided,designselectionMall be made si Owner n 2. AN eactio doors e-Hu be a r teritlrum V:value les noted or Mes and typtls mer calculation and report Allo8. S: 49, i
t. Maintain tertporery,services for construction until permanent seuvias tie labk, corhsMtaoon cocci hxattsrrhm and Architect submmetl with bga building pmrdi. � Conwt Owner to determine,based an ov,rl Dud the dloweble last for nems I"stetl below.Innen additional sY
� 2. Remwe temporary above grade utilities,equipment faciitiac mtl materials prior a 2 All work Mall be time n a ROfessionr wanner with tight Td,true angles mtl uaxe andhorage.All fmnus 9 plans for saes mtl es items N re �
i 3. Interim Doors:Pre-Hun solid room a unebl frames as sided,RN,m lYP quires. 1
wbsbntial completion inspection. met'bbriwtion welds most be ground smooth and coded with a rust nhibiove,pringer. 4. Garage Doors: RNer to plans for saes•Overhead Dor Company a equal•small with power Operator. A Landscaping
by 3. Clean and repair damage causes by instatetion w use of urrporary,work 5. Hardwae:Sekdion of tlowand mDme!hardware byArehaed.tole:Confrador t°mnsuR ArMked eboul 7. Irrigation sysbm. xaa �
4. Rrsfore peumerher facilities used swing consbhuction to pehified condhoon. � SECTION 6-WOOD AND PLASTICS V
3 � -- style.nd quelay of nerdwere..CmrradorfO ueatey elllocks ettertxmnpedon al consWCiion end prohide me 2 Sod
"O O.Allowances. � A Wood lramng general: aro,with three seri of keyx 3. Trees and shorts. u N ! ( TON,
N - 1. Rel,ro allowarae schedule d and d these SpedOcafiors.. 1. All dmendmal homing kxnber art bestress gratled,SPnu°e-Pne-Fr 42 w beatt.kiln dried 187E B.Windows 4. Had<rape(corks.Patios,batlers,etc.) 1`a
P.Cuffing and Pasting, - madmhm moatrhre hxlydmL Lumber shall have a Titer stress in bonding'FD'd not fess than 850 psi and a t. Relero piens tw sizes and (
1. Cd existing con5trdetim as required in aderm arxammatlma new work modukas d ala types.All wintlav glass is m be nodded glass with law,mating. 5. Pods,spas and fountains
� eco stilly•E'd rid less than 1,2W,000 psi. 2. Ag windows and tloors with glass Mourn reflect the Messaclheaetts mer datatim and report wbmitetl B.Esq Door. I
w 2. Petah existing couswuctian as requketl.Mach new work bund rid and new wwkm obtain a searress 2. All erhpneeree lumber Mall be'Mxxonam LVL(laminated vencer lumber),•Paallam'PSL(Peralim Mantl P \�
� appearance. comb,)and Tinhberstrend'mtl Truss Joist TJIlPro'Siknt Floor System'manuudpetl truss Joist with the Wilding Perrot � C.Dear Hardware:
b1' C.Minors:
D.Cabinet Hardware:
O 3. Provide imporary supports,and prdection from elements ane ongoing mamaction. Installation d engineered amber Rodiags a fabrications Man be in amorcanee cath maralemrtefs 1. %'polished Plate glass minors.Field rtreawre mtl insatl with both medhaniW fasteners and mantic.Ilse E Weil Csverin v9 y:."'• .
4. Salvage udrouh9m construction ps dotted. sPedfiwoors. of mastic rare and pemitted F. System: ,. Q�I'\�'"`"ii•..
D.Coordination. 3. AN joist and urdtt sten end spadn9 ahatl meet or exceed the ruvnimum fed building code requirements for Atl Mand glass mtl tlmr Security Ys em:
i. Coordinate the Work ehmang bac rid limited m,urhecharhtd and ole tical wok aid the other metl eanyinH capacity. changes specifications mud be updated with a revised energy calculation.Contractor a to G.Counter Tops:
C wbmntralors.Audidpde areas where the installation d mechanical and electrical work will be restricted, 4. An wand n contact cath mrgaele w mazo Mal be notify Arduled Of ant Changes btd may have otxxurtetl in relation to the aChitmMal drawings. H:Flooring � � CAL-th$CeIBtl F\
my pressure treated
Z
congested w difficult The Contractor Wn be responsible to ooaNxgetng trades.sequergms,meas and 5. An exposed hamng a reman mfinished(decks)m be pressure treated unless 1:PedXwM Indicated SECTION it-FINISHES r methods and sdgedules. otherwise. 0.Gypsum Botl:United Gypsum(USG)Gypm(USG)or e .
2. Coordinate thad
e work atoll and with wok benppMormeAMthe Ohmeratla Owners corsalants 6. Saw
d:doddnp,bracing and diNDais as reghgtred.whether pedficalty ndhmtee and iadan s�tl 1. 5S'G.WB.at all interior surfaces,use Type"X"fire rated wallboard dC,arage ceiling and walls.Use .SUED/DRAWN BY
it Comadfirs.�^ 3. The C Man obtain all necessary btohndng and framing under ail beams and piano extending down through structure,Including inarstifim flap moisture resistant type waNboard in an bathroom.Ilse cammil backerboard os substrate lmble n
essary pemits and coorllktiale reglDed npectias. paces. Mowers end bathtubs.Mud 8joints •��w,.h��. -
7. Provide men cuss bracing an spas d dimenstmal lumber,over 76-0"h in spm. plaster were all lth and finish smooth Ino tum thickness.
SECTION 2-SRS WORK B. OSB(oriented wantl bocce or"Wider Board'):meet R exceed CARO HER 708 to APA rtes shooting. 2 Alternate:Veneer gypsum bath(blueboarm,1IB"Minimum thickness.
B.Paint:Follselected
b manuadur for recoming.MOM,for pre ces we mtl applroatims d pains and dens.Colors sale REVISED/REVISED BY
A Sul.Report exterior grade,h rich tack rated glued and wiled m be selectedid Owner.Prior to Bantling,le to all ting. arc properly prepaed.caulked.sanded,nail head set
O 1. Pham h tela m determine coil fype and bowing choreclhnatihs. 8. All sheathing shml be spm rated peeing of mal,Odor a wan
V 2. Cornus Owner and Architect N sol bearing epahiry a fess than 3000 p.sl. 10.Frardn odors. �1°I^B•°i applicable. mtl pdtied mtl weather condoms favorable m painting.
B.Private wider mtl H couch pat hangers,post base amhors,etc.shah be"Sitrpwn".'Taco.m etaum.Irabgation 7. Exterior
vy appy smibry system. well be per rnanulemarera epedfieations. a .
co ri Inssl eydems n accordance s with applicable.Lar,State and Federal requirements. B.Wall Framing: Wend(¢taint.2 cods sten;Olympic or ewe.
C3 2. Indian sartitay system in laation Mown on approved Utilities plan, 1. Exterior Walls:2 x 6 scud @ 15 o.c.,unless otherwise noted on plan. � b. Wood(PaDd):1 coat acrylic primer,2 cads carni-gloss acrylic mtex;ICI pent or equal. "
+ O g plan.Corslull 2 Imeria Walls:2 z 4 scud i6"o-c.,uMess Otherwise noted m pun. a Metal I at First inhibitive primer,2 mats eggshell alkyd emamel;ICI point Or equal.
9. Contractor m review
lateral
fine
acemenL mal positive drainage,antl coordinate coag Me .. a Masahry:t coat axyfic banding primer,2 moa flat
Owner and Architect C.Wall Sheathing acrylic Idez;ICI pint or equal.
G Site CkminB: � 7, lura:APA ratetl sheathing.Etipgsume 1,APA C-D plugged.exterior glue;%f thick e. EIFS(Exterior Insulation Finish System):Manufehbhmers'prerthuetl potyrtger finish,
1. Protect any trees designated m remain an rile and remove N regebition from areas within ibe building 2 OSB:APA mtetl sheathing.Exposure t,1?T8G geed and caned .2 Into gm
d guBme.Remove all tlebuis and aM excess cot 8 fill manorial horn the site.. 3. All wet sheathing a m be covered cath rr frhfiltretim bad,,Tyvek m ewal,prior trWalin9 Ental datldnB Gypsum WaNboar:tad latex primer,2 moa flat latest,ICI paint a eweL
. � b. Woodwork(den):i car start;Mimrax a equal;i car sanding sed,.2,pets cad,basetl JOB NO:
2. hstrl May bales and sift ferces far aosim mond,as necessary.during corstruhtion, material(siding.wucco,nhasonryverheer,ek.) 9
9. �No Doming d cleared mtl grubbed mated'will be'hoed.Dispose of material off site,Transport and D.Floor Framing: a°��ane'
legally dispose le mrttfats ru site. 1. Dtrrnensional lumber.2 x 10 16'os.,unless noted otbeuwse an pias. Woodwork(pant)c 1 coat W based primer or while lacca,undereoater.2 costs rxnw-glosa
. Mame:ICI pant Or ewai.
Dd
. Metal:1 caacrylic prime;2 Cxgets eggMetl SHEET NUMBER alkyd enamel. "
C.Floor tzverings:Consult Owner 1m apeefip types of floor coverings. '
x
A0 . 2
44.-0' , 4.-0'
15-6 4'-0'MO. 17.6' 17-0' 7-0' 37-0' 17-0'
_ FOOTING NOTES,
__-- i 1 I 5'-b 5'-10' 8•� 1. ANY WOOD IN CONTACT W/CONC,MUST BE P.T. 7-II' 10'-6' 5-3• 2-6 4'-87 ?-B- V-4'
' ry 2- PROVIDE 7-10•cONCREm POUR.(SEE SECTIONS) 5'-3' 5'-3' PRECAST I 1
I I WITH
3'AD E .D00 i 2
PRECAST CONIC. 3. TOP OF MAIN FOLNDATION WALL ASSL/MFD TO 13E 100'-0' WITH 3'-0.1 DOOR A
BU_KLEAD E 5'f1�S.
I I I WITH 3'-0'INT.DOOR. 2 4. FOOTING ELEVATIONS REPRESENT A MIN ALLOWABLE G.C.TO DET�2MIhE
I I I G.C.TO DETERMINE A
DEPTH.ALL FOOTINGS MJST BE PACED ON UWI57URBEp 2 LOCATION FIELD.
2 h I I LOCATION W FIELD. SOIL OR COMPACTED FILL BUT IN NO CASE LESS THAN B
I I THE FROST LINE DEPTH.(4'-0"MIN)(CONTRACTOR TO
VERIFY SOIL CONDITIONS UDDER ALL FOOT)NGS)
I_______________ `D L�`�� i:. -STEPS ADE(DE-
__
I GAS
T.D. -- - ---_-_--; , FIREPLACE
DE K A R C H I T E C T S, INC.
WALL 17-0'X 17-0'
I , 100-0 i 1 L. 1 1 i ARCHITECTURE.DESIGN P PLANNING
I I O I , 201 EDGEWATER DRIVE,SUITE 215
1 I I - I M. ) I - WAKEFIELD.MASSACHUSETTS 01880
15'-0' IS'-a• I .O.FOIf�D. 4 L;' I o R M , SLOPE SLOPE
1 ALL 1 0 ) I t' Tel:(781)246-1687 Fa (781)2461683
LIVIISG RM. ID vvVvw.osullivanarchitects.�om
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ON 30 X15 F X TI 1 I I I I iv
I FOOTING LLLL 4'CONC.SLAB I I
TYP. DETAIU (3000 PSI MIN) t
'pnDE2Sg.T 8817 OVER G MIN COMP, , I LM -, I I I
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AREAWAY AS RE `I 9T•6' I i g•_p• _g• 6•_q• I Q DINING ;
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I I L/ CWALL OM.W/CONRE E I 1 1 6 D REOLBETWEEN THE AR�EAS A GE E 7-IP 5'-0' l4._4.
N I I 4'CONC SLAB FTG.(TYPICAU I I �? I SINGLE LAY62 OF 5/6 TYPE
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' GRAVEL 00 ' I T.°'FOWL. ' I Floor Plans
I IL I WALL fi
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7-0' 2' 9'-6'MO. IT 9'-6 M.O. 17 14'-10' 7-7 7-
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Z 46-0• b'-0' t°'-0' 6'-0'7-0' 27-0' 144m SO, E ASNbTED
FOUNDATION PLAN IDR
N
O Scale:1/4'=T'-0' •46."O• ISS ED/DRAWN BY
D FIRST FLOOR PLAN euros
OScale:1/4•m T•-0• REVISED/REVISED BY
0 221 M7
414x07 /\
OTE
D DsS F)All axDrsTe HiCLL TtAr�N OnT p6•aVATlaS w.P AWAT caaAD WATHi AS W waDIa WRE FA6IIO IIV.WFl 54Nl!£lSiL1 A-IBS.I.An ALL BRJCES iZ Mtu
nut STSAft6T
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BE COVEREDWATEP WITH ICE END /'I N I 2XIOS•16.O.C. WAKEFIELD,MASATER DRIVE.
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VALJ=YS.E OPENINGS,TYP. __2X6 51101.TYP. SEE 2ND FiRPLAN2XIO CEILING ff
. I JOISTS•16'O.C. Pmm®PnCOM.RIDGE VE3Vf,T1P. i 0 2006 O'Sullivan Architects Ine,
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VE32TICALLYLPDOR(MIERWALL �1SECOND FLOOR CLNG FRAMING PLAN3'-0'.PLAN _ROOF FRAMING PLAN
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10118.1 Commons
Portsmouth
ALL_11ECOND FLOOR
FRAMING TO BE 2X10'S
UNLESS DTH62W151 ND7ED North Andover
a ALL F'RS7 FLOOR
�« 2X6 CEILING
FRAMING.C,UNE BE 2X108
.G JOISTS•16.O.C. OTIE3 UNLESS
FRAMING NOTES OT7-E32WISE N07®
U ALL FLOOR JOISTS,RAFTERS,E CEILING JOISTS•16 O.0 (3)P.T.ZX8
lINE55 DTHE32WISE NOTED. 2X6 CEILING ' J - DECK BEAM
FIE2)PROVIDE SOLID BLOCKING TO FO-MATION AT ALL JOISTS•16.O.C. rrl7 1DR
v1 BEARINGOSTWITJOISTS, ALL JOISTS BELOW PARTITIONS
PARALLEL '
3J PROVIDE 1X9 MID-SPAN BRIDGING AT ALL SPANS OVER (D 1%,X*LVLS, (211 •X 11 7/B- Framing Plans
O DROPPED,
N 1 'X 9 I/Z LVLS LVLS.DROPPED.
10'-0'OR
AS RECAMMl�DED BY E3JGNE878J LLM'82
CD MAN.FACTl9262 P.T.2X10 DECK
(D Imo'X 11%r LVLS. JOISTS•16.O.C.
4J PROVIDE DOUBLE JOISTS AT ALL SIDES OF ALL FLUSH TOP _TT_
'-� OPENINGS LALESS OTHERWISE NOTED.
� 2X6 CEILING I 1
V' 53 PROVIDE 2-2X10 6EADE32S AT ALL WINDOWS AND DOORS JOISTS•16'O.C.
W£5S OTHERWISE NOTED. FLUSH FRAA�
p
0() BOTTOM W/16' (2J Imo'X 91/7 C 'X 91/2* D aITCL,
'3 6)ALL FRAMING LUMBER 1000 FIBER STRESS.EI1 MILLION LVL LVLS.DROPPFfl '!
•>0 P.S.I. M 141'X 16'LVL J•
7J'MICROLJAM(LVU'.PARALAM LPW TIMBERSTRAND DROPPED
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(SU AND TJI/PRO SERIES ARE REGISTERED TRADE MARKS - -� •`/' (� J^
O W AM SUBSTITUTIONS OF OTHER BRAND BEAMS M.6T 13E
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CHECK AND VERIFIED BY SUPPLIER (3)I�'X II Y'LVLS. (3)Imo'X If Y•LVLSFLUSH (2 I�'X 9 IR
FLUSH BOTTOM G.0 TO ADJUST
' - 9J MANPACTLRHRS SPECIFICATIONS REGARDING BOTTOM LVLS.DROPPED
O INSTALLATION MUST BE FOLLOWED FOR ALL ENGINEERED FRAMING AS I 0 p
S3. WOOD PRODUCTS.• NEEDED OPENINGS �i1_ .H. J`J
^7
N ION AM WOOD INCONTACT WITH CONCRETE MUST BE (3)2X10
O PRESSURE'fREATID
A
11)AM POSTS SHOWN ON BUILDING PLANS OR FRAMING ro
PLANS UNDER BEAMS STALL BE CONTINUOUSLY SUPPORTED BEARING WALL BRNG WALL
TO FOUNDATION WALLS OR COLLNIN'W BASEMENT. G.C.TO ADJUST DBL BELOW
.-O 12)BUILDING DESIGN LOADS ARE AS FOLLOWS FRAMING AS Sc Scale: AS NOTED
Z �00 CELING-40 PEP TPSF
OILET LET OED PENINGSg
y 240 FLOOR-40 PSF _ ISSUJ D/DRAW N BY
0 IST FLOOR•50 PSP FL X 9 1/4'LVL
BEA92M WALL•10 X HR OF WALL IS•X IB'LVLS.
T•., FLUSH TOP.
2X108 FLOOR 8/8/06
U I I I I I JOISTS•IZ O.C. REVISED/REVISED BY
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I I 4/4.97 �
0FRAMING NOTE I 2X6 CEIL;T� ING ❑ —j
,� �, THIS DRAWING IS A GRAPHIC REPRESENTATION OF THE _ JOISTS•16.O.C. L _—J
OD FRAMING FOR TMSGFSTRUCTURE CONTRACTOR SHALRAMI NOT 3 12)1I'kX7Y' FIRST FLOOR FRAMING PLAN
G SCALE TMS DRAWING FOR 71-1 LOCATION OF FRAMING (D I�'X 11),C LVLS
MEMBERS.REFER TO THE PLANS.ELEVATIONS,AND PORCH ROOF
' ' SECTIONS FOR DINMBVSIOV$AND HEIGHTS �1SECOND FLOOR FRAMING PLAN BEAM 58019:1/6'`1'-D' JOB No: 06016
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MEETING HOIJSE COMMONS
O ' SULLIVAN
-ORTH ANDOVER MA ARCHITECTS, INC.
ARCHfTECTURE
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ARCHITECT DEVELOPER
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N' 201 EDGEWATER DRIVE, SUITE 215 121 CARTER FIELD RDCl
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WAKEFIELD, MA 01880 NORTH ANDOVER, MA 01845 J
> Voice 781 246-1667
( ) Voice (978) 687-2635
Fax 781 246-1683 w��° `
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REVISED CONSTRUCTION DRAWINGS 4/4/07
x CONSTRUCTION DRAWINGS 8/8/06
L
O'Sullivan Architects, Inc.
General Notes for Single Family Residential Construction in SYMBOL LEGEND
Massachusetts
All notes may not appy to this particular project. llzznoos
1. Framing standards and requirements vary from locale to locale. Some jurisdictions may have more
stringent framing connections. It is not the intent of these drawingsto show engineered connections DETAIL Kn5B2
meeting an requirements for all areas of the country, his the responsibility of the owner and contractor to
review and revise,fl necessary,any naming connections illustrated in these drawings.In order to meet BUILDING OR _o O S U L L I V A N
brat standards and requirements. p y .WALL SECTION A-000
2 Should local codes armor ordinances differ from these lams,a determination shall be made b the A'
general contractor and/or local building official as to which is the most stringent.The most stringent S��N.h4962 ARCHITECTS, i 1 V C.
requirement shah rule.Should-a change in these plans be necessary or desired which will atter the
- design or struCuml integrity of the structure(s)a Licensed Structural Engineer and a Licensed Architect
. must verify all changes. ARCHITECTURE.DESIGN-PLANNING
3. AN retaining wags and basement wags shall have adequate temporary bracing in place prior to backfill DETAIL Na'E82
being placed against walls.Temporary bracing shall not be removed unfit wall is property braced. DETAIL WAKEFIELD.201MGFGFAAM34 DRIVE,
SUITE
UI Oi 8155
A. An slabs on grede shall have a vapor barrier underneath,
5. Ag foundatim walls shall be clamp proofed. A-000 Tel:(711)241-1117 Fere(787)2461113
6. Contractor is to contact DIGSAFE not less than 72 hours prior to any excavating in order to insure that SST ritit9Ht wwvv osulg 8ff7 I c (781)ls cont
underground utility Ones are located and are not damage or disturbed.
7. WSty trenches must be back filled at house perimeter line with a plug to prevent exterior drainage and/or
ground water from entering the house. nTe.e tlr.wYra..nd•v. a�.a
...ar trv.roo.em hnmo..a.rworm.r,a
S. Install point
wayfr mstru turefon(4rnchround edrain minimum)Acroun cation perof drain eter
Extenpoints
drain ELEVATION A�ANhE �R �� h."`P""k"Y1f11atl9D1'•k"`""°"°�°^
int to a point away from structure for positive drainage.Actual bcallon of drain line and points of Q1 +n•v+•or•wmvoria.h.y..,yr..eee,ti .
manage must be determined on the job Bil +100.9 >`.vrh. p.drWaw wnrorxvr.wrheo,
e with review by a Licensed Civil Engineer. MARKER �ELEVATION DAnM
S. Install underground roof drainage/downspoul drain lines(4 inch round minimum)-Extend drain line to a 0 Zoos OS010ven Archft 6Inc
point away from the structure for positive drainage. Roof drainage fines shall not be connected to
foundation drainage. WINDOW TYPE O
10.Contractor to provide finished grade that does not create an excess of water drainage to adjacent
abutters and that all landscaping is properly located within the owner's property.Contractor to follow Civil -
Engineer's proposed topography and coordinate all proposed changes in grade with Civil Engineer and
Architect.
11.Framing plans are schematic in nature and should not be scaled. Install all blocking,bracing,stiffbacks, DOOR NUMBER O
etc.,as required by the Building Code and in accordance with good framing practices and standards. -
72 AN beams and headers are required proper posts under each end.Such posts shall extend directly clown
to footing or foundation wail.Refer to plans for more detail.
13.All wood in contact with concrete must be pressure treated. ROOM NAME MASTER BEDROOM
14.All metal fasteners,connectors and supports in contact with pressure treated wood shall have a zinc rich AND NUMBER
coaling;G-185 for hot clipped galvanized products or min-lass 40 for electrogalvanized products.
15.Anchor bolts to be placed around the exterior of the building at no more than 6'-0"O.C.for two story WALLFLOOR OR
structures and no more than 4'-0"O.C.for structures more than two stories-Anchor bolt ,s are to be _
located no less than 12 inches away from each comer and no less than 12 inches from the end of each tJ- Meeting House
plate section.Anchor bolts to be ASTM 307 34 inch diameterT
ch meter and 18 inches long with 2 inhook.Provide ROOF TYPE YPE
not less than 2 bolts for each individual sill piece.All exterior frame walls are to be set on sill sealer. I
16.Typical headers at all 6"wags will be(2)2 x 10's with 2%inch blocking Spaced at 24"o.c.,unless SHEET N-14185?
otherwise 5 h r2 _emoted. INTERIORCommons17.Typical headers at all 4"walls will be(2)2 x 70' with inch plywood blocking spaced at 24^o.c.,unless 4 AIELEVATION �lotherwisenoted. ELEVATIONN�f9ez
11.Use joist hangers at all flush beams and headers. (Consult Manufacturer of hangers on the application of 3
hanger and load that hanger should be designed for.) "
19.Install double joists under all parallel partitions above,unless otherwise noted. -
20.Install double joists at each side of all openings;including stairwells,skylights,chimneys,etc. -
- - 21.All roof rafters and trusses shall have tie clowns.
- 22-Due to variations is the natural thickness of stone,the actual thickness of the stone veneer may vary from
project to project.A minimum of 6 inches should be provided at the eave for receiving stone veneer, ,.,t
- however,Contractor must verily actual thickness with mason.Make any necessary adjustments to the - North
t 11 1 Andover+ - - cave detail to allow for actual veneer thickness.Due to the variations mentioned a minimum bearing
ledge of 6 inches at the footing is recommended. '
23.All water Ines located within exterior walls are to be insulated. -
24.An mechanical closets are to be insulated with fug thickness ball insulation.This includes interior,as well
as,exieriorwags.Mechanical closets doors shall be weatherstripped.
25.Ag wood exposed to exterior must be either pressure treated,painted,sealed or redwood,cedar, "
mahogany,or teak wood that has some protective coaling to water and U.V.light
' 26.All exterior trim that is interrupted or protrudes from the building face such as:wood window caps,trim
" - found around entry door,wood water table detail and etc.,must have continuous metal flashing at top.All -
exterior windows and exterior doors must have proper metal cap flashing at trim. General Notes- eS 27.Ag exposed finished surfaces,including insulation materials,facings,vapor barriers and breather papers
shah have a flame spread of not more than 200 and a smoke density of not more than 450. �.a
a
28.AN
foamed
is eagle vends al sloped protected by%inch gypsum wallboard.
2
mof ratter bays in order to maintain free air flow at insulation. Syl'Y1�9 I S
- 30.Install crawvein
l space s along outside perimeter of crawl space whether indicated on drawings or not. -
N -
�. The minimum total area of ventilating openings shall be not fess than one square fool for each 155 sq.R
of crawl space area,with one ventilating opening within 36 inches of each comer.When the ground 40.Provide fire stopping between each story,including between the basement and the first story and �h
surface is treated with an appropriate vapor banter,the total ventilation area may be reduced to 1/1,500 between the top story and attic.Provide draft stopping in all concealed spaces of walls,at cove and '
of the crawl space area.Ventilating openings shall be as evenly spaced as possible around the crawl soffited ceilings,dropped ceilings,at tops and bottoms of stair stringers and all penetrations of ducts, BRED A
n - space to Insure proper ventilation.Standard ventilation opening is 1"x 16"(.88 sq.R)All openings shall pipes,conduits,chimneys,etc. r/
C> - be supplied with''/.inch wire mesh screen and operable damper for adjustment of air flow- 41.Provide tempered safety glazing in the following locations:
O 31.Basements and cellars not used as habitable,occupiable space shall be provided with a minimum of four All swing and sliding doors,including fixed panels,sidelights and storm doom. (`
N - siding type,or awning type windows for every 1500 sq.ft.of floor area,or multiples thereof,and shall be Enclosures surrounding tubs,showers,steam rooms,hot tubs and pools.This includes all fixed
located,as near as practical,to provide class ventilation.-Alternately,mechanical ventilation may be panels,doors and windows.
+a. - - provided. All glass which is within a 24 inch radius of either vertical edge of a door in the closed position !+A
32.Provide mechanical or natural ventilation for each separate attic area.For naturally ventilated spaces the 42.Provide smoke detectors In sufficient quantities and locations to meet requirements of the Building Code. _
C.
bB - minimum net free ventilation area shall be 1/300 of the floor area being ventilated when 50-80%of the Provide not less than one smoke detector on each floor,Including basements and attics capable e
N `y
ventilating area is located in the upper portion of the roof and at least 36 inches above eave vents-the of being inhabited. pJ Lz g
remainder of ventilated area shall be provided by eave or comice vents. Provide one smoke detector in each bedroom. 6 ( C^J y
33.Garages shag be separated from main house by a fire rated walls and ceiling;refer to plans. Provide one smoke detector outside each sleeping area in the vicinity of the bedrooms.
34.Provide access panels to each individual attic and crawl space.Attic access panels are to be a minimum Provide not less than one smoke detector for every 1,200 S.F.of floor space.
- of=wide by 30"high to all attic areas and under eaves which are over 3'-0"clear in height.Provide Provide photo electric smoke detector if located less than 20 feet from either a Kitchen or a ! �F 4 F�CJC'7
crawl space access panels not less than 18'by 24'. bathroom with a tub or shower. C iv'
35.An stairs within a dwelfmg ung shall be not less than 36 inches dear in width and shall provide not be less 43.Provide carbon monoxide detectors in sufficient quantities and locations to meet the requirements of the
>~y
than 6.6'dear headroom.The maximum riser height is 8%inches and the minimum tread depth is 9 Building Code.
Q hint s.Handrails shall be provided on one side of stairs,mourned 36 inches above stair nosing and shall Provide not less than one carbon monoxide detector on each floor,including basements and SCALE: Scale:
O - "nm uninterrupted the entire length of run;newel posts may interrupt the railing at turns and landings. attics capable of being inhabited.
Z - - 36.Ratings at decks,balconies and raised platforms are to be a minimum of 36 inches above finished floor. Provide one carbon monoxide within ten feet of each sleeping area.
Z
- Railings are to support a concentrated load of 260 lbs.acting in any direction. 44.Combination smoke detector and carbon monoxide detectors may be installed so long as they have ISSUED/DRAWN BY
37.An Interior and exterior railing/guard/balustrade system shall be designed so that a 4 inch sphere cannot simulated voice and tone alarms the teary distinguish between the two types of emergencies.
e to the other side.
t - Combination smoke Bathroom
with
and carbon ower,monoxide located less man 20 feet from either
38.Each bedroom above the first Door shall be equipped with an emergency egress window of not less than a Kitchen,or a Bathroom wflh a tub or shower,shag be a photoelectric alarm.
3.3 sq.fl.The minimum dear opening of the window shall not be less than 20 inches and 24 inches in 45.Each bathroom and toilet room shall be equipped with a mechanical exhaust fan vented to the exterior. REVISED/REVISED BY
p -
either direction Fan shall exhaust,as a minimum,at 50 dm if operated intermitlerdly or 20 cfm if continuously operated.
U 39.Provide draft stopping in floor and ceiling assemblies where open web joists are used or where the ceiling Exhaust vent termination to atgcs or other interior portions of the building are not permitted.
is suspended below floor framing. Draft stopping consisting of either%inch gypsum wallboard or 3/8 46.Refer to the energy code review for'U'&'R"values of various areas and components and efficiency of
inch plywood shag subdivide the concealed space into areas not exceeding 1000 sq.ft. the heating system.Any changes from what is indicated in the energy code review may nunily _
O' compliance with the energy code and require a new review and calculations to be performed.
'- .47.Moisture resistant gypsum wallboard shall be used throughout the bathrooms and similar damp locations
- - "- except where file backer board is required.Tele backer board is required at all locations where tile is
" Indicated in the room finish schedule.
- 48.All exterior doors and windows shall be tested and labeled for energy,infiltration and pressure JOB NO:
performance..
SHEET NUMBER
AO . 1
D.Earthwork 1. Engineered Lumber.Provide members of size,grade and spacing as indrra,ed w the plans.Deflection 11.Refer to drawings tar locations and
O'Sullivan Architects, Inc rvJTrzws � types of floor coverings,
1. Remove dl Substandard or unsuitable coils;MMOve debris,tsnmps and Weer agenic matter. shall be limited to U48D.Engineered lumber herring to be Installed in aoeortanm with ManufaArrcrs 12.Follow marwlamsers Specifications for preparation and application of floor coverings.
Specifications for One and Two Family Residential Projects 2. Remove
ob oe all and kOgem24 ehwm below firdshetl grade and 72 ehclhm below twtirnps,fowtletions and All narcmons. D.Wall wverings:Consult Owner for zpeM'te typo and locations of well coverings.
may,not apply to this 2. All major beams shall have a minimum d%'deflection at Nfl tleSen loetlinp.
All nota t patiadar project. 3. Install ice draining -
mme granWa fill wrier atl atrutluras. E SubFlcorinBSECTION 10-SPECIALTIES
SECTION 1-Genetal RegWmneNdl
nts 4. Compaction to be not less an 95%under buildings. int ldings.strumirm and paving;and less than 901.6 untla % G
7. Plywood:APA rated, •T8G plywood, D interim APA wl ext.glue,glued and Screwed to joists. A.Refer SO drawing for specific locations and types d specially hems.
A TI lawn and planting,madmum dry density in accordance with ASTM Of 557.method D. 2, OSB:APA rated sheathing,Exposure 1, 'T&G glued and saewed to joists. B.Prefabricated fireplaces::Provide gas or wood burning fireplaces a indicated.lto be vented to exterior
5. Comply with ell dust regulations unposed by local air pollution ventral agenda. F.Roof FremmB: usin marwlacwrer's standard Bwmt pipe orales otherwise noted.
1.The intent at Nis specification is to give the tradesperson enoughednnnabon to perlonn B
E.Drainage wntroC 1. Dimensional lumber.2 x10 16'o.c.,unless noted oherwise an the plans.
wmplek jm.In each Section the Contractor ahtgm Subcontractor ere responsible la t. lamp hey balm and sill fences M erosion tontrd,as necessary,during wnsthxtian. 2. Engineered lumber,Provide members of sloe, tle and
providing all labor,mateuWs,arhtl equipment m perform the hell work fin a wnpine and Bra spacing cc irdance on the plans.Deflection shah C.Bonds and shade:CprnSutt owns to lowtiorm and types d blinds and shetlm m be nWMlled at windows and
• aadtsmm like manna. � 2. Finish grade shell dope awry nom all Smcthxm. be kmhetl to UG80.Engineered lumberheming m be ktstdletl 6th accordance with manuLadurers doors.
2 This eonhnd is 1w a complete The Contractor moor Subcontractors shall _ 3. Foundationdrains 8 herrh drains:4 Mch minimum perforated pipe wrapped with fiberfabric and a specifications. - D.C1ose1 shelving:Prwide epoxy coated open cane steel shelving at all coal,dothm,linen and Panay closets and
Pr%� rdrdmum d 12 rower ts Class'A"gravel minim rtinfmum alone 1%. 3. Roof Trusses:Shell be all fabricated i n a buss manufacturing compmy having a minimum of three years above launtlryequipmmk ClosetMaid or eWal. _
Provide dl materials,Labor,tools,permits,equipment staging,temporary mtl pemunenl 4, tuners and downspouts-dran to a 4 each minimum tight line(nonyedoratetl.Consult Ardhlled m v -
SrtiNbes eM insurance,necessary to complete the construthw as shown and a implied ) any mpttience.Trusses shell be designed to carry the tootle impact,a indrtaetl w Nae plans,and in E Bath adxressonm: - -
use d SPlam blocks as dtemenve to light line. accordame with erg applicable collas and wtlmanca.Deflection shall be hmite0 to WED.Provide 1. CorehuD Owner tw locations and d bath aae5awha ehdutlin towel bas antl.rin
by Nae Contract Daaurthmis.AU metmds shell be new. F.Extmm paving: 11'Pm B awe gsewap media,
3.Contract Documents include the cemmL drownings.specific tions and all addenda Incorporated pia to g Engineers Mampetl drawings fa encore truce system fa review and approval by Owner mtl Ardmect toothbrush and cup homers,robe honks,toilet dhsPwueers,shower curtain rods,shelves,medicine
� t. All exposed interim concrete to be oir-entreinetl.3000 psi. G.Raol SheetlrinB' wbnnets,etc -
«ealbw of the agreement. 2. Concrete driveways ae m be 51ndra brick with 6 z 6 MAXIMA w.w.f.ova 6 inch m moon crushed 1. Plywood.APA rated sheathing,Exposure 1,APA C-D pugged,Merin glue;5/8'thkk - -2. Beth and shower encosum:Refer to drawings Im locations;consdl Owner regarding odors and ctylm of O I S U L L ! V A N
• 4. These documents have been prepared in accordance with the MassaUusefts State Building Code.Edition done,compacted and rolled. 2. OSB:APA rated sheathing,Exposure 1,5I8'TEG glued and nailedtojoists. - and-es.An endmon..ere m be tempered glass.
•5,Chapter 36 One and Two Family Dwelling Code.AN work shall be in accordance with governing codes 3. Bituminous concrete pavng to be Cis 1,Type 1-1 of Mas.Highway Specifications,Pwerrhent m const t H.Exterior Siding: - rT INC.and Standards.Genn,sale,working conditions"I be maintained at all limes.Safety precautions shall of 2 T thick bill of Binder Course and 1%*thick Top Course d bituminous wncrete.Subbase to be 6 inch 1. Clapboards,Western Red Cedar,plan bevel,clew vertical grain;''A'x W nominal.Exposure d 4 W or a BE ON 17-EQUIPMENT A R C H I T E C T S7 I I V C.
Indata such meawram insure pudic salary. thick rrirhimum gushed stone,wnhPeded and roiled. - cages won the drawings. � A Equpmenl 8
5.The work shall Proceed a quickly a possible.Each bade shall layout and wordmate Noir work to«ped'ile 4. Walkover to be himinum 4 ac h concrete with.6 x 6,W1 AxW1.4-w.w,1.over 4 me h minhertm Appkantes: lomba Arwaed and Owner to mere detail w epplianca and equipment
the construction aces,AX materials shall be trod qua Detective work shop be removed and gravel or sane 2. Shaka:While Gees shako,dear vertcd Brain.Exposure o!4'a a wlletl cul on drawings. 1. Refer m tle hm"s for of eq i m tip whh co
Pr 9 M base.Walkway surthrce to receive non-stip doom finish. 3. Vrrry4 Siding:CMainTeed,'Mdn StreeC aequd. 2 Coerainate inWalmhon Of equipment wnh cabinets.
replaced. - G.Landscapiningg: ARCHITECTURE upE$f(;fd-PLANNING
6. Site Vats:The Contractor and Subcontract-Must visit the site and became tamlliar with all misting an 1. Find design by Landscape designera e. Vinyl ad re odor and doing type so selected by Owner or Architect.
cite conditions prior m subnidluhp.any bid proposals- Lentlscafun Arthhect Cowl^eta lahtlscape elements with Owner, D. Inudeg erg required trim mtl accessorim ta make a watertight installation. SECTION 1T-FURWSHINGS WA EI]('EINATFA DRIVE,SUITE 2M
7.
All dimensions shill be field verified D the Contrador andror Subcontractor. terchnecL and General Gontrador. I.Exterior Trim A Counters:Coordinate selection vi cabinets mtl layout with Owner.
Y H.Dewakring 1. Gear pnethm sizes as indicated on the drawings. B.Gatmtm WA!((L�1F1D'MASSA`Gil1SETT50188D
8. Should discrepancies be land between the drawings,specificxtioa and wale,the following Shag be the 1. Provide ard mai ttin means and devices w pronpty remove and d' na' ops:-MECHANICAL
L SYSTEMS
and types of tliflaml wun[a materials with Owner.
- order d clarification priority.The wale shall overtule the spedfratiore,ahw the spedfirations snob overture hspoze d erg was hmn every snake 2. Avoid orating tram in lengths less Nen 6-0•.All nail holes k be property puttietl so painted Nm has smooch
the draxi entering the or parts work eppeaance. SECTION IS-MECHANICAL SYSTEMS Tet(781)246-1687 Fac(/81)246-7883
rags,or day,mon ria worker. J.Heavy Timber Construction: A.Heating.Ver ilating and Air Conditiorm-
g. Al the and of each they
d clay,dean the work was ts rubbish mtl ccrecont debrisM wry Material.
Sloe SECTION 3-CONCRETE 1, Timber tion antl beam to be sled struct urd Dau Vvvv6vosullhranarchlbecLsP.-ver
materiels.so that thry do not cradle natural pockets Ica papers m Oliver wmbastide mderials. A Concrete: pa Fir,no.2 craftier. Me hanicd systems we to be penormed on a Design/Build basis.Work shill consist of lumishin8 mtl InSaNing a
2. Timber trim to De Iain dried,select grade ceder, complete mechanical system for the entire budding consisting of but rpt bmhetl to the following:10.A nirdmum d two(2)bre extinguishers shell be paced throughout Newark area.In t. AD wnccrele m to be 3000 psi ZB day compressive strength.ova 6 inch minimum Tfh...drawkhas.rani•P•tNhamow"•"pr•aa,.a
wrrpactetl gravel fill.No K Finish Ceryenoy. 1. AU work ls N he installed to accmtlance with the regufrements of the State Plumbing and Ga Colles
. tarw.d th.for+axh tmha.rm.nmmah anon
genera,the use of spm flame devices ls prohibhed.In the wed that operabore nae addtiva ere alwred. 1. Bae Board 8 Casing:Gera White pine a poplar,pointed. 2. Famish and nhslell services,equipment wntrols,tluclwwk insulation,gags,registers,refrigerant piping and uu k apw.y arrvhw b or imrhibd kmfon.
' untlertekm to which Use danepm flame device t5 essential,he 6ubcmtradw shill 2. Concrete In garage dabs and Or porches and steps expaetl m9he weather mbe 3500 psi. 2. Utilty Shelving:9W AB Plywood w/edidwwtl edge. other materials arequired to provhdeanaverage annual temperature within the space of 75 degrees R•hs•urrr�Prad 'sorb aY arca maane.Yh'u+cw
rornartt with the Owner,tlesaimn9 the aamstances neoe simnnB he device.The 3. Cove wells and Labs
Owner may requite additional ewutions ro helshe deems pa AG 31&93. 3. Cullom Woodwork Corrstrud custom woodwork a Indicated w drawings,meeting AWI prert:um quality AN work is t Size and find layout of systems by Mechanical is of Me S ails o•rt.uS ffiJ Awa wkhwam..wm.n
pr necessary. B.Concrete Fawdations 8 Footings: � Candatls. � 3. Note:provided with Nae drawings are,Massachusetts energy calculations that essumetl Irnandallon a P•n'••aian d O'b,ravrh ArcHwas,ace.
11.Construction moufwY begin Pio to 7:00 em vrMmtl beywd5:00 pm,Monday thin. 7. Fwtings eremshwwoelurbeE soil mtl Dhow host level(48 Inches.Minimum below finish grade).The 4. Stairs:Insall Stairs,railings.balustrades and otherthmaihdwtell on the drawings. noted well be used and windows will hovea min.Vvalue ended and that thefunace efficiency is the ®20D6 OSJWen Auchitects bc.
Friday,unless the Owner sort authority having jurisdiction has approved extended Lontrxtor shall verify laid bearing capacity.Footings are to be 20"x 10',rales holed otherwise.Topa absolute rtidmum allowed by code given Nese speefficabrons.Contractor to verify
B. Schedule working Thous tooting is to have keyway.Provide vertical
al ron 3 horizontal.footings. SECTION ss ON 7-THERMAL AND MOISTURE PROTECTION and paMassachusetts energy codes d the Istat addition applicable m this project em used will meet
2. Step footings to be a minimum 1 vertical 3 horizontal. A DamMotafing and Waterproofing: A. Each floor is to be a separate zone:Coordrnate other zoning with Owner w Ardatest
1.Provideanurtott of calendar days to complete She project Allow chart for construction 3. Foungetian walls we tube 10 ihwathim uwessndedohherwise.Prinidendles Nan R)I14rebaatop 1. Install bihrrnmous dampproofing at an below grade walls.Dampproofingtobessbedoshee,Karnak 5. Provide testing,balancing,fees and permits a required by governing agencies in base bid.
will De provitled to Ne Ovnher and Archnecl upon awed ofthe wrmacL[-low that with De antl at bottom of tamtletim walls. Cheracol Company a equal.Install protection board over all tlanhpprvdetl surfaces prior to back fill. B.Plumbing General: '
updated periodically a required by request of the Owner and Architect 4. Urnemlorced fountlaDonwdk Stain Support a phazimum of 7'A"unbalanced fill. 2. Install watermoofing membrane an watts and decks a indicated.Follow manufact rens instructions for Plumbing systems are to be
C.Testing. performed on a Desgn/Buile basis.Work shill consist of burnishing and Installing e
B 5. Nddn aanchw klounda t wells m required k o beam e m re,back sheHa,etc. specific anon: oa.W.R.Grace'BiMhme'fine of products mequd. complete mechahis t system for the mare a ndingwthe req it but limited to the fallowing:
t. The Contractor angler Subcontractor shell ted all equipment does,windows,heMwae,eppfiances,etc.m 6. Embetl anenpr bolls,fasterrcrs,platin,etc.Ino Canaek a regaretl. B.9uildrng InSulmw: 1. AN work is to be instdktl in acewtlance with the requirements;of he State Plumbing and Ga Coda,
insure props instdmtion and operation and shall verity the same to the Owns in writing prior to over to C.Concrete Slabs on grade: 1. Refer to Energy Code review and drawings for locations of and R velum of'ursulation at different area. 2. Furnish and Install all Plumbing mndedm plans,indudrngdl hzturet,fMnhgs,wales,waste,vent antl ger
the Owner. 1, Concrete slab_conaete slabs seta be notiathm 4 inches thick with 6)(6-WIA zW1.4 weldedwire 2. Install perimeter rigid insulation where indicated.Rigid insulation is to be extruded polystyrene.Dow piping,volvm,hrsdaton,flwr drains,etc.,to provide a compete and worlong system.
D.Guarahfees,Warranties,08M Mmud. caloric Cherdwl•Styrdoam'a equal. 3. Sera,locations and layout of system by Plumbing Contreclar.
7, The Subwntractws shag provide the Owner with all Guarantees,werrmDes,mention and 2 Install 6 ail polyeNYlme vapor harper butler erg slabs. 3.MaintenanceFibergles thermalinsulation. C.Plumbing Materials:Maintenancemstunretiarhs and other bleraMe provided Win all egaprrhmm tusedthe project 3. dm 3. Floor have steel troweled finish. a Install uMaaM fiberglass bans full width of slud(asaraller why. � 1. Sanitary waste-schedule 40 PVC DW V(Oran Waste Vent)E A-:Quality A : D.Reinforcing Steel: D. burtall 4 mil Polyethylene vapor barrier an contlitioned space side of all fiberglass bate.Vapor 2. Gas Piping-Standard weight black Seel
t. Manila quality control aver suppliers,maudaetiaers,pmducts,servkm,ane candrtiare 7. Reinfordrng steam meet ASTM A4it5,latest revisions WlN supplemental reWiremenls.713 mtl a4 bars to barrierto bewntinuwsaaoss surtax otinsuletion withal]joints and penetrations taped and 3. Water Piping(above ground domestic cold,hot andhotwater remm)-copper Type l•had drain copper
and workmanship m produce work of Specified qual ty. be GR-40:95 and larger bin:to be GR-60 sealed tubing with wrought copper settler joint type,9713 sweat bili tondo to ASTM spm.Bb8,ANSI
2 Comply in Ml with manufacturers instructions nciudrng each Sep in sequence. 2. Provide#3 Z-BAR spacers 24•.O.C.each way far eat ewcrete wags having reinforcing Seel in both faces. c. Install high density insulation,a required,at flat and sloped ceilmilshools. Standards 81 6.22.816.18 and B1 6.8a respectivey, an eon g
3. Should manWacbrce,egtruatiore annom CardraOwner t Dowmmts or devise from good d. Maintain clearances m provide pupa airflow at ahsufation in ceilings and rods;install baffle veins 4. Aa sada used in atePlumbing
domestic water system shill be leadhee and shell conform with requirements of the
wnstructian practice,standst ards
miifrom Owner tor One
ArchitectVexce excepre t
eedng. A.SECTION Block RY as required. Massachusetts State Plumbing Cotler. Meeting House
4. Comply cath wectfiedstantlartlsa minimum quakyferthe work,«crept whin rtrore A.Concrete Block '4. Aceustk etsulation: S. Flashing-a4 sheet lead for sanhay veMs.16G.A Galvarhczetlfor Sues orprcformetlnmprene boots
stringent tderancm,codes or Specified requirements indicate higher standards a moa 7. mstdl Standad hollow concrete mawry units(CMU),16'x 8'x 8'w Of other sites a regoired. a. Install acoustic it ulatiw wound all bathrooms. - D.General
Fixtures-cansutt i chid d more tram
pease wo work
by Pers 2. Provide galvanized,Latltler type hor¢onLal rcMmcemttrt a required. D. Refer to drawings ler other locations to receive acoustic insulation. E General plumbing work r be ohclu0ed in Contractors base bid:
5. Perform work is in a place
e=P love anchorage
worrag enahsNs d signed a d sizeity 6.81- C.Fvatop mall 7, h"water to of dish aint Commons
6. Securedstretsih apLacewhhwithoe phy icage devices tlasfigMandshedm 1. Unitsas edededed by awrher.Mason taprovide steeltimels,bocktier.reNeving malaand aa:esorim as 1. gMaD fiwallsadaround dg wineewrhduk piping,ductworkandotherpenehations of raid partitives, 2. Comectin9 of dishwamMs)and garbage drsposd(s).
withstand stresses antl vibration without phyStsl drstoftiw m dshguremeM required. garage wells and between flwr levels. 3. Rough fm waha(s)whin wall box
F.Subrtitmk. 2. Brick Veneer.Provide aCjusmble ties at 117'-and provide weep holes at 24'os.Use specified mortar lar 2. Provide accessories a mmwed;Bio Feeshield products m equal. 4. Gas and vent to outside for dryw(s).
1.
The Subcontractors Shall provide samples,to the Owner a required by the drevimps and below and drove ground applications.Provide 1 ranch mmmum airspace between brick and Sheathing. D.Asphalt Shingle Roofing: 5. Frost proof dX cods;minimum one on each title of house.spe.ficnam,Subcontr 3. Appy 151b.building papa aver tiootl sheathing.Install Sm.laminated ita asphe brick
a ova all 7. Install Shingle
Roofing:
mrel
' 2. Trestle names d specific manufecmrers specified herein ere used as a hags ter the design openings antl at batlom d Oricid asphalt shingles,25D Ib.,Gas•A•Shingle 30 yea minimum w-rreny.Type,style mtl 6. 7 floor tains for AIC condensate i
wvrty. calm a selecletl by Owner- 7. 75 gal.Water heaths)with flue mtl TP vdvm(verity sae w/owner)
anNa quality tlesved Substitutions of RDtlucls by other mawLacbaas may be made C.Brink and Skrc Verrcer. 2. Insmn matching hip and ridge shingles. 8. 7'copper water service(minimum sae) �
when approved by the Owner and Arehhea 1. Brick and stone odor.finish,type and textare arc to be selected by awns. 3. Install ridge vents and can vents where indicated. 9. Gas service to each appliance and pace d e .
G.Temporary Bectiicity. 2 Provide stcel lintels over all openings s required.Alternately provide precast concrete,dressed atone a q. Indafl 36 inch witle W.R.Grace'V equipment a required.
ycof Ice antl Waley Shield'at aV covin,centered w all valleys and at all 70.4'sdhedule 4D PVC OW V m sanitary sewn or septic rink whichever applies.
7. Rwitle portable gerheralors a toothed to fmporary power service.Power corhsumptian ball hearing bridle mtels and heetlers a shown. intersections of rwfs and wells. . 17.Piping to hurt:dhfiers,steam showers and other aceasaria.
math rani disrupt Owners need for axhtinuoa cervica. 3. Insall adjustable dwe4ag type tier,Heckman 315fJ16 m egad,at 16•a.c.each way.Anchors k be 5. Provide 26 gauge prefinished aluminum drip edge at dl cava and raker. 12.Provide testing,tea mtl permits a required by governing agencies in base bid. y}
2 Rwitle pawn outlets M twatrawan operations vdN Drench wiring and distribution seared to s6htls a plywood afheathing.Provide weep mdm at 24"oz,Use speoifed rrronrtwbelvw,and E Fleshing: North Lh Andover
boxm.Provide flexible power cords a rcaleed above ground applications.Provide t ihem minimum airspace between brick and sheathing. 1. Provide 2D gage aluminum flashing over all doors,windows or aha wap openings:at tool well intersections, '
' 3. PemaneM wnvenierce receptacles may De utilized doing construction. � 4. Appy 154 builem9 papa over wood sheathing.Install 5 oi.laninete0 esDhalacopper fleshing over a0 skylight-s,mtl other roof akzeswim.
H.Temporary Heal openings bearing
and l tel dbrick cavity.Do intpuntorte 17aShin9
rnish temporary devices as required k maintain specified wnditions fer D.Glass block 2. Install step flashing at all Intersections.d roofs me brick or maonry.
t. Fu
' corhstrtroEw operationsPermanml building heating systems may be used during 1. NgHoad bearing wits selected by owner,Pittsburgh Coming Cap.or egad,insAllatiw Permmttfadurerc 3. Install metal gashing a all valleys. - .
wnatruction. Specifications, 4. Install 16 of copper or 16=.lead eoatetl copper where indicated.
' S. Provide copper a membrane at pressure,s
l preseatem
d lumberer
ortar.
.2 Priwto operon,dm
pepneMaa7N
fa tar temporary henos
ating poes,verity that EMF.Sealants: SECTION I6-ELECTRICAL SYSTEMS
ihsLanation is approves for operation,equipment is knricetM and fitters ere in pace. t. ASTM C-770 Type S/Mir.1 pan cement(C•150)-Y.pert hydrated lime(6207)4 pats sand(6744) 1. Apply sealants m dl joints,uerta and intersections,both interim and Medoc,and between dsslrtdmr A.General: '
. Provide and paY fm aperabons,mainfmance and regda rcplaaemmt dfitters erhd worn a oanshnxM 2�Use type 5'rnerWr above ground ane type•M"mortar below '
grouse materials.Appy realml around dl penetrations of exterior walls,aowtl all Plumbing fihmam and between FJewkd systems ere y be for USetl on a Designconsi basis.Wank shall fed to t IN brmlsng: and installing a
• pats. G.Train Brick Provers antl wale. complete mechanical system for the actor once w th the applicable
of but rad ion of the the following:
3. MamLain appropriate minimum kmperamre es recormhmded Dy nhanulMctihrer. 7. Union Selededlry owner,'Mihitira by interstate Brick Co.m equal,IrhsWl in accordance with manufacturers 2 .Provide sealant accessories such a backer rolls,primers,etc. 1. AN work k m be etnanee in accmaance with the appiceble edition of the National Electric Cotler. '
7ertperay VmNation. epecifiwtiwa � 3. One Dat Non-acid arcing Sdiwne:Joints in corhcrete,Merin joints ef winnow,heals,soffits. Ings,ek. 2. Famish and install OR wiring.pmol boxes,drover breakers,switches,recepmtla,etc.,for a complete 1. Ventilate enclosed veers as requked in ordarm assist acing d materials,k disperse (Not forpa use m acids ur be field pointed). working eleand ins
a system.Sae a service,layout of chants,witch as eec pt wrNaaor.a complContractor dnaG
humidity mtl to prevent 6ealmulations d diet lames,vapors or g Sm. SECTIDN 5•ME7-ALS - 4. One-partMff s resi Hor¢ontol)dots in aronae. she ri j into subject
o paving abject to cod Yrdfic.
J. 7errparary SaniDay Facilities. - A Structural Steel: 5. One-pan Mdtlew resistant 58konc Ceramic tile,all Interim jdrhts subjed to rthdsmre, indutle telephone and cable television pre-wiring from strretto outlets per toed authorities having Specifications
'Ch 1. Provide mtl rtWinlam required f litia mtl erhdosura. 7. Structural bearrt shall rrhM ASTM A-3G,latest revisiaa 8. Pigmented smell joint eedmC For joints m interior Stle of exknm wills loo small to be wdketl with N^sdidion. .
F-h K Borders. - 2. Shraural pipe " Shell meet ASTM A53.aces Iden revisers . Pantile sealant 3. Coordinate locations of switches,receptades,dombdt,appliances and other devices with Owner.
of 1. Provide bartiers a rep:rctl k prevent unwNodaetl k tortsbuctian areas,k agow 3. Provide double chats tin all wlurrxh anchor boils m allow tm ntljustrneM and leveling.kstaD minimum 1•non- 7. Acrylic EmulsloMatm john sealant General purpose interior sealant for joints k rceeive planters finish. 4. Provide testing,tem and pertnits a required by governing agencies in bore Ditl.
mhy l G.Exterior Insu^.aOw mtl Finish System(EIFS): B:Materials:
.Nti -tin Owners use d site and prated existing taaLtia mtl adjacent properties from damage shrink grata under base pate after erewon.Arahw Dohs lengths we enhbtdmml Imgths. '
7. Install'PB EIFS System'by Par«a equal systems from Dryvit or Sto.System to consist of house wrap, 1.�tuning-capper throuehouf
' from construction operations �4. A8 allumm m beam connections,may De made with GanwM machine belts, meweniwly fostered drainage type insulation hoed,reinforcing mesh mtl cernerhtitious finish wets. 2. Grail breakers-G.E,Westinghouse m egad '
1r1 L Protection d ersfdled wok 5. AD Sed fa to beam
conduAnB beams ren columns,shin receive a shop applied nAt inhibitive primer. AN Follow ma illm Sysmer's specifications"byPa ren preparation and Dfyvktion. 3. Swinges copper
thro a equal
O I. Provide
special protec5on where specified in erdrvidrral spedf aDon seraws and whore field welds Shall be ground smooth and primed with a run inhibitive weDnB. - 2. Supply flashings,scarcer tract¢and other accesoria requiretl. - � 4. FDtMa-refer to sdhedWe on plans.
V) work tsotetype min positionm be vufnerablekcoretruction pokes dertuee. 6. AO jotst hangerkbe standaM h.w.18gauge meront. 3. Finish,whin and proNesaindrcatedonthe drawings and as Selected by Owner and Architect S. Telephone and eam-minimum2Par wirin9(etmSuD Architect or Owner to additional pair options)
-2 Prohibit troflK or smrage on weferpvoled a roofed surfaces.When traffic m activity is - 7. flee 5mgsm ZMn%line a Strtrcrad Cowectors Triple Zink rated 6-185 hangers d all pressure treated industry standard) h
I- 6. Cade T.V.-coaxial cable(minimum CATS in -
C necessary,
abtan raommeMetiws for protection from waterproofing m roofing material lumber�8.Audhtewaal Metals. ASECTo SECTIONS a-DOORS AND WINDOWS _ 7. Security system-cvnalt owner tar pre-wiring(X required) � L
8. Audro and video systems-eonartt Owner for pro-tvire(d required) ®�
lV 3. Prahiwtralfie ah landswpetl seas. � 7. Omhwmtd metal faDuicetiorhs anal be wrhstiudetl by aaflsmm m raerrW e.as closely as Possble. t. Fxtedor Dwrs:We-Nun .
M.Maintenance and removal d utifNa,facilities and conb'als. - aeSgre Indicated in Nese Plate.fl no detail design ls provided,design selection Shell be made by Omer In 2. All eMeriw doors should be a rra�Mmum V�velue a noted am Massachusetts Mergy caICWaDon and report /111owarrtm:
,-y I.
Mainmih rrer. nary omicron for tanStrtldlon Urhtil pmnanmt services arc evalabk. wnwDM eta with aoftsmm and Archited submhted with the building PemdL CoreuD Owner m d stem-c,Daed w wall buwirn,the allowable can for iterns listed below.InsM eddhtionel I
2. Remove temporary dine grade UtXiaa,egtriprtxnt}amities and rrhderials pronto 2 All wink shall be dove rah a professional marcher with tight fib,true angles and seaxe anchorage.AX(mous 3. Interior Doors:Pre-Hung sotitl wood or metal frames a nhrteq Refer to pins for e¢a mtl types hems B required. � 1
' absantid campletiw eepeeew. nheld fabrication cantle must be ground smooth and wdetl with a rust nthibitive prime. 4. Gaege Doors: Rata to pare for s¢es,Overhead Dom Compmy w equal,rthstall wtg power .opemtw. A.Landscaping
pp 3. Gem and canoe damage caused by iradaXation or use Of temporay work 5. HaMwere:Selection otdoor and cabinet hardware by Architect.Note:Contractor to wasuN Architect abed 1. Irtigation System.
4. Resume pemaneM fadlltia used during construtbon to specified cendition. _ � - BECTON 6-WOOD AND PLASTICS Y Y completion al ConSnMion endpovide the 2. Sod. v �
3 afyk and puefrt of nertlwere..Confradmto Ie-ke ell�ocks efler
.� O.Allowarhces. A Wood fishing general: ownttwah 7Mee cels of key.. .ys. 3Treas and Snubs. /
1.tRefer m dlowarwe Schedule of end d Nese specifications.. 1. Al dimensionaldimensionalnaming lumbo shah bestrew graded,Spruce-Pine-Fir fit or boner,kiin deed 19% N j TON,
N
P.Cuting and PatdhihB. maSmum moishae wntmt Lumber maA have a fiber stress eh DerMing•Flo'of radios than BSD psi cad a 6.Wk'dows: 4. Hardscspe(walks,patios,bottlers,etc.) - ;
1. CW existing construction a4 r1. Rderk Alms for sizes and types.All vdrWow pass is k be insulated glass with it-wetin9. 5. Pods,spa and fountains.
equvetl in order to eeanxrotlefe new wok modraus d dastidry'E'al rad less than 1;200,OOD psi.be'Microlla
2. Patch existing cons2. All windows and doors with glow mwltl reflect the Massachusetts energy calculation and repro Submitted B.Entry Door. I \T
buction a required.Match chew work blend and new work m obmIn a seartiess 2. AN engineered lumber shin m'LVL(laminated veneer lumber). PSL(parallel strandwit,the build'mp permit. C.Door Hardware:
appearerroe. lumber)antl TlrthOershaM'and Thus Joist TJI/Pro'SNmt FToa System'rt2nWmrr
aed by Trus Joist. CCabinHardware:ors: D.Cabinet Hardware: ,p •ai3`r
p 3. Provide temporary supports,and Prdectian from elements and ongoing construction- latallaow of engineered lumber produds or fabrications shall be in accordance with menulaaaeh 1. %"polished plate glass mlrtors.Field measure end install MN both medhmicat fasteners and mmtic.Use
4. Salvage existing E Well ewedngs:existing cwh.4ucow a tlheded. cpecifiwDams.Q.Coord mastic awe is rad pertdtted F.Security System: {,/F
Coordination. /W JoiS and cotta saes and seating snaX meet or«ceee Ne mhdmum ked btdldmg wale requirements fa All changes of glass and door specifications must be updated with,a revised maBy ealMatiw.Corhtracthr is to G.CwMa Tops: ''�
1. Coordinate the Work Imiudmg art not kmited m,medhardcd antl electrical work.and the ober ball carrying capacity. notify Architect d arty wanes that may have Occurred in relative to the arwhectiaal drawings, H:flooring:
O bwn ate the ork in u area where the d Is,atiw d mechanical mtl N ori.a work of be restricted, 4. All dwoodcar in dontad with Conwde w rrrewnry shall be Pressure treated. CA Gypsum(USG)or equal.treated be rSRA B.
Zcmgcstea or difficult.The ContractorSrdl apormTle,or wodmetiny lretrades,sequences,mems and 5. Ag exposed to remain wfinished(decks)to be pressure wka specifically SECTION 9-FINISHESand
2. Coordinate the wrnethoas and sinedula. °throw'' A Gypsum Board:Untied States d. Um/DRAWN BY
work d en"des and with work being performed DY the Owner plane Owners consWtents 6. Provide blotknp,bracing and stirtbada a required.whether spedflcelly Indicated a rani Install solid 1. 5S'G,W.B.at dl interior surfaces,use Type-A"fire rated wallboard a Garage cefling,and walls.Use
an and Contractors. blocking and naming under m beams and posts a en d'mg clown through structure,including interstitial floor moisture resistant type wallboard in an bathrooms.Use cemml backs bond m substrate fw file in
3. The Contractor shag cumin all necessary permits and coordinate required inspections. spear. tape ell joints antl finish smooth Ica texture)
showers and bathtubs.Mud 8 a EVIS
7. Provide metal cross bracing
nB on spans of drmerhsiwd lumber over 10'4T fl in spm. 2. Alternate;Veneer pair butt gypsum fah(blueboertl),1B•rtirimum thickxha,
SECTION 2-SITE WORK . OSB(oriented stand boaor'Wafa Board):meet pr re
exceed CA80 HER 7 DB fa APA ed sheathing. B.Point Fwow menulaclvers remmmmdmerrs for preparation and applications at pallS
s and ams.OdREVISm ors we /FtEV REVISm BY
A Salm Repw Merica grade.'h inch thick mint,glued and nailed.
O 1. Perform sols tats m determine soil type and Dearing chMraderktics. B. M Sheathing Shell bespacing _ to be selected by Owner.Priv to sandnB.insure all surleca ere
U 2. Consult Owner and Architect N coil bearing capacity e las than 300D s.l. 10.Fmnin g �°h riled ostd cot.bow a wall he be"sim own i.'Tec and Puttied,and weather ondNons favorable k painting.
Property prepaed,walked.santled,nae hoods sn
B.Private wrier p' 9 comnecmrs,join hmgers,Pal Dace hahehors,etc,shall De Simpson•.Rewe.or equeL InSagatiw
gy Supply mtl Smhay systems. shall be per maroeacorrefs specific bars. 7. Exterior,
an 1. InsmD systems in ermMance with epplicffile,Lind.State and Federal repueenhmta B.Web Franhin: a. Wood(stain):2 worm sten:Olympic a equal.
a 2. IndsX sanNay sydem in locatian shown w g � b. Wood(pant):1 wet acrylic primer.2 wars swmi-gloss acrylic la«;ICI paint w equal. '
O approvetl l)tiotim pan. 1.,Fxkripr Wdm:Z x 6 surds�18'os.,unless otherwise noktl w Plan. a Metal:twat rust Inhibitive primmr,2 worm eggshell alkyd enarnel;ICI Pdnl err equal.- 3. Contractorm review lateral Xne placement top positive tlreInsge,mtl awrderak whh sae pea Cormrtt 2. hnerim Wer:2 x 4 Surds @ 16'o.c,owes otherwise rvate on Plan. 9u
Omer and AmhXeA C.Well Sheathing: d Masonry:7 roMt eayfic borMirhp primm,2 was flet acrylic Inez;ICI paint or egad.
F. EIFS(Exterior Insulation Finish System):Menulaams'premrsetl Polymer finish.
• :G Site Ckaring _ 2 Wells:APA rated sheathing.Exposure 1,APA G pugged extarim glue;:S'Nick' 2. Interior.
1. Protect any trees designated d remain an site and remove al vegetation from areas within the bWldrrhB 2 OSB:APA rated sheathing.Exposure t,1?T8G glued and haled O. GYPsum Wa board 7caat latex Primer,2 roam flat balm,ICI paint m equal.
d outline.Rerhpve aU debts and arty«ccs ud 8 fill materiel nom the sia.. 3. AX well sheat mig is m be covered with err Tnfimation barrier,Tyvek or equal,prior to Imtalfng find emddmg b. Woodwork IstalnR 1 wort Bain;Minwax ore g a - JOB NO:
. equal:t wat sandm oda.2 mats water based -
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THIS DRAWING ISA SGRAPHICTRUCTL F CONTRACTOR
OF THE
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SCAIJ=THIS DRAWING FOR THE LOCATION OF FRAMING CD I�'X II Y'LVLS (2)I�'X 7 Y.•
��FIRST FLOOR FRAMING PLAN
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SECTIONS FORDIMEWSICMSAMHEIGHT& 01E1 D FLOOR FRAMING PLAN �I soere:1/B•r-D roe No: 06016
Scale: 1/8'_,'-0'
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SHEET NUMBER
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